structural drawing 6th duration: 4hrs. m.marks:100 attempt

Visit www.theabhiyantriki.com for downloading the previous year question paper of B.Tech & Diploma with and without their solution.

STRUCTURAL DRAWING

6th Exam/Civil/5135/Nov’19

Duration: 4hrs. M.Marks:100

1. Attempt any five questions (20 marks each), Attempt at least two from one

Section

2. Assume any suitable data that is not given. Use of steel table and IS: 800:1984 is

Permitted.

SECTION-A Q1.Draw a suitable sectional plan and sectional elevation of simply supported One-way slab

with the following data

Size of room = 4m X 7.5m

Thickness of wall = 500mm

Bearing on wall = 300mm Thickness of slab = 150mm

Reinforcement detail of HYSD bars.

Main bars = 12mm ɸ @150 mm c/c (with alternative bars bent up)

Distribution steel = 10mm ɸ bars @ 200mm c/c

Q2. Draw the L-section and two cross-sections (one at the mid span and other near the

support) of a supported RCC beam having the following data:

Size of beam = 300mm X 500mm

Clear span = 3.5m

Bearing on walls = 200mm


Main Reinforcement (Mild Steel) = 5--20mm ɸ

(out of which three bar is bent up at l7 from the center of support ) Shear Stirrups = 8mm ɸ 2

legged @ 200mm c/c. Anchor bars = 2-12 mm ɸ

Also prepare bending schedule.

Q3. Draw the sectional plan and sectional elevation of a square column with an isolated

footing of uniform thickness from the following data:

Size of column = 500mm X 500mm

Depth below G.L= 1.2 m

Plinth Level = 300mm above G.L.

Height of ceiling above Plinth level =3.5 m Reinforcement Details of:

Column Main bars = 4-25 mm ɸ

Lateral ties = 8mm ɸ @ 300mm c/c

Footing Size of footing = 2.5 m X 2.5 m

Thickness of footing = 300m

Reinforcement: 12 mm ɸ bars @ 150 mm c/c both ways

The main bars of the columns are tied with the steel of 130 mm thick RCC slab.

Assume any other missing Data and prepare the bar bending schedule.

Q4. Draw to a suitable scale Cross-section of a head connection of two beams on both sides

of a column a per data given below:

Column: size = 500mm X 500mm

Main bars = 8 – 16 mm ɸ bars

Lateral ties = 8 mm ɸ @ 250 mm c/c (Double ties)

Beams Size = 300 mm X 450 mm (including 100 thick slab)

Main bars = 5-16 mm ɸ {2 bars bent – up at l/7 from centre of column)

Stirrups = 5-16 mm ɸ 2 legged stirrups @ 250 mm c/c

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Anchor bars = 2-13 mm ɸ. (Also show a plan of column)

SECTION – B Q5. Draw the front view of a ridge joint of a roof truss showing all details including gusset

plate, ridge sheet, A.C roof covering, rivets and cleats etc. as follows :

Principal rafters = 2-ISA 55 X 55 X 6 mm inclined at 30 0 to horizontal Inclined ties

(upper ties) meeting at ridge =1-ISA 55 X 55 X 6 mm at 60 0 to horizontal

Q6. Draw the plan and front elevation of column base from the following data:

Column = ISHB 300@ 618.0 N/m

Base plate = 650 mm X 650 mm X 32 mm

Web cleat = ISA 100 X 100 X 12 mm

Flange cleat = ISA 100 X 100 X 12 mm and 300 mm long

Holding down bolt 18 diameter = 200 long

Foundation size = 2 m X 2m X 0.6 m

Anchor plate = 100 mm X 100 mm X 10 mm

For ISHB 300 @ 618 N/m are Width of flange, b =250mm, Thickness of flange tf =10.6mm,

thickness of web tw =9.4 mm, Gauge distance g = 140mm

Q7. Draw two views(front and side elevation) of a column and two beams seated connection

from the following data:

When two beams are connected to both the flanges of the column : Column = ISMB 300 @

576.8 N/m

Beam = 2 - ISMB 225 @ 306.1 N/m

Seat angles =2 - ISA 100 X 75 X 8 mm

Top cleat angle =2 - ISA 90 X 90 X 8 mm

Diameter of rivet = 20 mm

For ISHB 300 @576.9 Nm (used as column), Width of flange b=250 mm ,Thickness of flange

tf =10.6 mm, Thickness of web tw =7.6 mm

For ISMB 225 @ 306.1 N/m , Width of flange b=110 mm , Thickness of flange tf =1.8 mm

,Thickness of web tw =6.5 mm Gauge distance g = 60

Q8. Draw front elevation, sectional plan of a plate girder from following design data:

Clear span = 10 m

Web plate = 800 mm X12 mm

Flange angle = 2-ISA 80 mm X 80 mm X 8 mm

Bearing plate = 200 mm X 250 mm X 20 mm

Depth over angles =810 mm

Top and bottom cover = 200 mm X 12 mm

Diameter of rivets = 20 mm

Size of concrete block = 300 mm X 200 mm X 200 mm

Expansion gap = 12 mm

Cleats = ISA 100 X 75 X 6 mm

Purlins = 50 X 50 X mm

Gusset plate = 6 mm thick

Rivets = 20 mm diameter



STRUCTURAL DRAWING

6th Exam/Civil/5135/May’19

Duration: 4hrs. M.Marks:100

3. Attempt any five questions (20 marks each), Attempt at least two from one

Section

4. Assume any suitable data that is not given. Use of steel table and IS: 800:1984 is

Permitted.

SECTION-A Q1. Draw sectional plan and sectional elevation of simply supported one-way slab with the

following data: Size of room = 4m X 7.5m


Bearing on wall = 300mm Thickness of slab = 150mm







Clear span = 3.5m



Main Reinforcement (Mild Steel) = 5--20mm ɸ

(out of which three bar is bent up at l7 from the center of support ) Shear Stirrups = 8mm ɸ 2

legged @ 200mm c/c. Anchor bars = 2-12 mm ɸ

Also prepare bending schedule.

Q3. Draw the sectional plan and sectional elevation of a square column with an isolated

footing of uniform thickness from the following data:

Size of column = 500mm X 500mm

Depth below G.L= 1.2 m

Plinth Level = 300mm above G.L.

Height of ceiling above Plinth level =3.5 m Reinforcement Details of:

Column Main bars = 4-25 mm ɸ

Lateral ties = 8mm ɸ @ 300mm c/c

Footing Size of footing = 2.5 m X 2.5 m


Reinforcement: 12 mm ɸ bars @ 150 mm c/c both ways

The main bars of the columns are tied with the steel of 130 mm thick RCC slab.

Assume any other missing Data and prepare the bar bending schedule.

Q4. Draw to a suitable scale Cross-section of a head connection of two beams on both sides

of a column a per data given below:

Column: size = 500mm X 500mm



Beams Size = 300 mm X 450 mm (including 100 thick slab)

Main bars = 5-16 mm ɸ {2 bars bent – up at l/7 from centre of column)

Stirrups = 5-16 mm ɸ 2 legged stirrups @ 250 mm c/c

Anchor bars = 2-13 mm ɸ. (Also show a plan of column)



SECTION – B Q5. Draw the front view of a ridge joint of a roof truss showing all details including gusset

plate, ridge sheet, A.C roof covering, rivets and cleats etc. as follows :

Principal rafters = 2-ISA 55 X 55 X 6 mm inclined at 30 0 to horizontal Inclined ties

(upper ties) meeting at ridge =1-ISA 55 X 55 X 6 mm at 60 0 to horizontal






Holding down bolt 18 diameter = 200 long

Foundation size = 2 m X 2m X 0.6 m


For ISHB 300 @ 618 N/m are Width of flange, b =250mm, Thickness of flange tf =10.6mm,

thickness of web tw =9.4 mm, Gauge distance g = 140mm

Q7. Draw two views(front and side elevation) of a column and two beams seated connection


When two beams are connected to both the flanges of the column : Column = ISMB 300 @

576.8 N/m

Beam = 2 - ISMB 225 @ 306.1 N/m

Seat angles =2 - ISA 100 X 75 X 8 mm

Top cleat angle =2 - ISA 90 X 90 X 8 mm


For ISHB 300 @576.9 Nm (used as column), Width of flange b=250 mm ,Thickness of flange

tf =10.6 mm, Thickness of web tw =7.6 mm

For ISMB 225 @ 306.1 N/m , Width of flange b=110 mm , Thickness of flange tf =1.8 mm

,Thickness of web tw =6.5 mm Gauge distance g = 60

Q8. Draw front elevation, sectional plan of a plate girder from following design data:

Clear span = 10 m

Web plate = 800 mm X12 mm

Flange angle = 2-ISA 80 mm X 80 mm X 8 mm


Depth over angles =810 mm





Cleats = ISA 100 X 75 X 6 mm

Purlins = 50 X 50 X mm


Rivets = 20 mm diameter



STRUCTURAL DRAWING

6th Exam/Civil/5135/Nov’18

Duration: 4Hrs. M.Marks:100

Note: Data not given may be assumed. Use of steel table and IS: 800:1984 is permitted.

SECTION-A

Attempt any two questions. 2x25=50

Q1. Draw to a suitable scale sectional elevation and footing plane of circular column of 600mm dia.

With following data:

Depth of foundation below GL= 1200mm

Plinth height= 400mm

Height of column about plinth= 3500mm

Column reinforcements main= 6-25mm dia

Lateral ties = 8mm dia@300mm c/c

Footing: Size at bottom = 3500mmX3500mm

Size at Top = 600mmX600mm

Footing: thickness at column face = 800mm

Thickness at free end = 400mm

Reinforcement = 12mm dia. @200mm c/c both ways

Q2. Draw to a suitable scale sectional plan and sectioned elevation of a cantilever slab having an overhang

of 1.8m. With following data:

Main bars = 10mm dia. @145mm c/c

Distribution steel = 8mm dia. @200mm c/c

Thickness of slab at fixed end = 150mm

Thickness of slab at free end = 100mm

Thickness of wall= 300mm

Length of slab= 3m

Also prepare bar bending schedule.

Q3. Draw longitudinal section and two cross section of simply supported beam having

Clear Span = 6.5

Size of beam = 350 x 700

Wall Thickness = 400mm

Baring = 200mm

Tensile reinforcement = 5No 200mm Ø Bars in two tiers, 3 Bars straight in lower

tier

and two bars bent Up at L/7 in upper tier

Anchor Bars 2 No 12mm Ø

Steel stirrups = 8mm 2 legged @ 250mm c/c. Assume covers.

Q4. Draw the suitable scale the cross section (one near support and other near the free end along with L -

section of a cantilever beam with following data span projecting beyond support = 3.5m)

Size of beam (at fixed end) = 300mm x 600mm

Size of beam (at free end) =300mm x 200mm

Main reinforcement = 4-20 mm Ø (Out of which two bars are curtailed at 1:80m from fixed

end)

Wall thickness and bearing = 400 mm

Shear Stirrups = 8 mm Ø 2 legged @ 300mm c/c

Anchor bars = 2- 12 mm Ø

Use HYSD steel reinforcement. Assume any other missing data. Prepare Bar Bending Schedule.



SECTION-B

Attempt any two questions. 2x25=50

Q5. Draw the section of plate girder with intermediate joggled vertical stiffeners from the

following data:

Web plate = 1000mmX10mm

Flange angle = 2-ISA 150mm X 115mm X 8mm (2 at top 2 at bottom)

Flange covers plates = 400 mm X 10mm (one at top one at bottom)

Joggled Vertical stiffener =2 -IAS 100mm X 75mm X 8mm

Q6. Draw the front view of ridge joint of a Fink roof truss showing details gus set plate, ridge sheet,

A.C. roof covering, rivets and cleats etc. from data given:

Principal rafter = 2-ISA 60mm X 60mm X 6mm inclined at 300 to the

horizontal Inclined upper ties meeting at ridge = 1 -ISA 60mm X 60mm X6mm inclined

at 600 to the horizontal Cleats = ISA 60mm X 75mm X 6mm

Purlins = ISA 60mm X 60mm X 6mm

Gusset plate = 10mm thick

Dia of rivets = 12mm

Q7. Draw the plan, Front elevation and side elevation of the gusseted base stanchion from the

following data:

Stanchion = ISHB 350 @ 661.2 N/m

Gusset Plate = 15 mm thick

Flange cleat angles = 2-ISA 150 x 115 X 8 mm

Web cleat angles =2-ISA 150 X115X 8 mm

Base Plate = 800 X 600 X 20 mm

RCC base plate = 900 X 700 X 400 mm


Holding down bolts = 18mm – 4 Nos. Rag bolts.

Assume any missing data.

Q8. Draw front elevation of a plate girder from following design data:

Clear span of plate girder = 10mm

Web plate = 1000 X 10 mm

Flange angles = 2-ISA 150 X 115 X 8 mm

Bearing plates = 300 X 400 X 12 mm

Thickness of filler plate=8mm

End bearing stiffeners = ISA 150 X 115 X 8 mm

Intermediate stiffeners = ISA 100X 75 X 8 mm @ 1000 mm c/c

Flange plates (cover plates) = 400 X 10 mm, one at top at one at bottom.



STRUCTURAL DRAWING

6th Exam/Civil/5135/May’2018

Duration: 4 Hrs Max: Marks: 100

Note:-

1. Attempt any five questions in all at least two questions from each section must be

attempted. All questions carry equal marks (20 marks each).

2. Assume any suitable data not given.

3. Allow the IS Code 800 : 1984 and Steel table

SECTION – A

Q1. Draw the front and side elevations of splicing arrangement or2 columns of unequal sizes

from the following data :

Lower column ISHB 350@ 661.2 N/m Upper column ISHB 300@ 618 N/m

Thickness of packing plates =25mm

Size of cover plates = 400mm x 250mm x 25mm

Size of distribution plate = 350mm x 250mm x20mm

Cleat angels = ISA 75mm x 75mm x 8mm

Nominal diameter of rivets = 20mm

Q2. Draw to a scale the front and side elevation of seated beam to beam connection using the

following data :

Main beam = ISMB 500@ 852.5 N/m Secondary beam = ISMB 250@ 365.9

Seat angle = ISA 100mm x 90mm x 10mm

Top cleat angle = ISA 80mm x 80mm x 10mm

Nominal diameter of rivet = 20mm



Cover plate = 10mm thick

Base plate = 700mm x 600mm x 20mm

Web cleat angles = ISA 90mm x 60mm x 10mm Flange cleat angles = ISA 90mm x

90mm x 10mm Holding down bolts = 18mm dia – 4 Rag bolts Diameter of rivets =

16mm

RCC base slab = 900mm x 800mm x 500mm

Reinforcement in base slab = 12mm dia @ 150mm c/c both ways.

Q4. Draw in detail the front view of the joint of a steel truss for a pitched roof to a suitable

scale showing there in the drainage arrangement with the following data :

Principal rafter = 2- ISA 55mm x 55mm x 6mm Bottom Chord = 2- ISA 50mm x

50mm x 6mm

G.I. Gutter = 110mm dia Gusset plate = 5mm thick

Shoe angles = 2- ISA 75mm x75mm x 8mm Bearing plate = 15mm thick

Rag bolts = 15mm dia

Cement concrete block = 200mm x 200mm x300mm Wall thickness = 400mm

Diameter of rivets = 20mm Assume any missing data.

SECTION – B

Q5. Draw the sectional plan and elevation of a 450x450mm sq. column from the following

data

Longitudinal bars = 6 Nos. 20mm dia

Transverse ties = 8mm dia @ 300mm c/c

Base reinforcement = 12mm dia bars @ 150mm c/c both ways


mailto:[email protected]

mailto:[email protected]


Footing = 1.2m x 1.2m

Thickness of footing at free end = 150mm

Thickness of footing at column face = 250mm

Concrete cover = 25mm

Depth below G.L = 1.2m

Q6. Draw the cross-sections one near supports other near the free end along with L – Section

of a cantilever beam which is projecting 3m beyond support having sizes 300x600mm and

300 x 150mm at the fixed end and fee end respectively. Reinforcement: 4-bars 25mm die,

stirrups are 2 legged 8mm dia Use suitable scale Assume any other data as per requirement.

Q7. Draw to a suitable sectional plan and sectional elevation of simply supported One - way

slab with the following data :

Room size = 3m x 6m Thickness of slab = 150mm


Wall thickness =300mm Reinforcement:

Main bars = 12mm dia bars @150mm c/c with alternate bars bent –up at 0.45m from

centre of bearing.

Distribution steel = 10mm dia bars @200mm c/c.

Q8. Draw to a suitable scale L- section and two cross – section of a singly reinforced beam


Size of beam= 300mm x 500mm Clear span = 4.6m


Main reinforcement = 5-20mm dia In two tires (3bars at the lower tier and 2 bars in

the upper tier) Spacer bars = 20mm dia @ 1m c/c

Anchor bars =2- 12 mm dia bars. Also prepare bar bending schedule.



STRUCTURAL DRAWING

6th Exam/5135/Civil/Nov’17

Duration: 4 Hrs. M.Marks:100

Note: Attempt any five questions in all but at least two questions from each section must be

attempted.

Each Question carries equal marks. Assume that any suitable data is not given. Use of steel

table and IS 800:1984 is permitted.

20x5=100

SECTION-A




Clear span = 4.5m


Main Reinforcement HYSD Fe 415 grade = 3 bars of 20mm ɸ (one bar is bent up

at l/7) Compression reinforcement = 2-16 mm ɸ.

Shear stirrups = 8mm ɸ 2 legged @ 200 mm c/c

throughout Also prepare bending schedule.

Q2. Draw sectional plan and sectional elevation of simply supported one-way slab with the

following data:

Size of room = 3.5m X

7.5m


Bearing on wall = 300mm

Thickness of slab = 150mm




Q3. Draw to a suitable scale the sectional plan and sectional elevation of a circular column

from the following details:

Diameter of circular Column = 500 mm

Depth below G.L = 1.0 m

Plinth Level = 400 mm above G.L.

Height of ceiling above Plinth level =3.8 m

Reinforcement Details of: Column Main longitudinal steel = 6-20 mm ɸ

Lateral ties = 8mm ɸ @ 300mm c/c Footing Size of footing = 3.0 m X 3.0 m


Reinforcement: 12 mm ɸ @ 290 mm c/c both ways

Assume that main bars of the columns are going into 150 mm thick slabs. All

reinforcement used is of HYSD Fe 415 grade of steel. Also prepare the bar

bending schedule.

Q4. Draw to a suitable scale Cross-section of an end connection of a column with a beam


End Column: size = 400mm X 400mm





Beams Size = 200 mm X 400 mm (including 120mm thick slab)

Main bars = 5-20 mm ɸ {2 bars bent – up at l/7)

Stirrups = 8 mm ɸ 2 legged stirrups @ 220 mm c/c

Anchor bars = 2-12 mm ɸ.

SECTION-B

Q5. Draw the front view of idge joint of a roof truss showing all details including gusset

plate, ridge sheet, A.C. roof covering, Rivets and cleats etc. As follows:

(a) Various elements like.

1. Principal rafter = 2-ISA 55 X 55 X 6 mm inclined at 30o

to horizontal

2. Inclined ties (upper ties) meeting at ridge= 1-ISA 55 X 55 X 6 mm at 60o to

horizontal

3. Cleat = ISA 100 X 75 X 06 mm

4. Purlins = 50X 50 X 5 mm

5. Gusset plate = 6 mm thick

6. Rivets = 20 mm diameter.

Q6. Draw the top view and front view of a column with slab base from the following data:


Base plate= 650 mm X 650 mm X 32 mm



Base plate = 32 mm thick

Holding down bolts 18 diameter = 200 mm long

Foundation size= 2 m X 2 m X 0.6 m


Assume any missing Data.

Q7. Draw two views (front and side elevation) of a column and two beams seated connection

from the following data when two beams are connected to both the flanges of the

column:

Column = ISHB 300 @ 576.8 N/m

Beam = 2- ISMB 225 @ 306.1

N/m

Seat angle = 2-ISA 100 X 75 X 08

mm

Top cleat angle = 2- ISA 90 X 90 X 8 mm


Q8. Draw to a suitable scale the sectional plan, front elevation and cross-section of a simple

plate girder from the following data:

Clear span = 10 m

Web plate = 800 mm X 12 mm


Depth over angles = 810 mm



Flange angles = 2-ISA 80 mm X 80 mm X 8 mm







STRUCTURAL DRAWING

6th Exam/Civil/5135/May'17

Duration: 4 hrs M. Marks: 100

Note: Attempt any Five questions with at least two questions from each section.

Each question carry equal marks i.e.20marks.

• Assume the missing dimensions yourself.

• Use of steel table and IS Code 800:1984 is permitted.

SECTION-A

Q1. Draw to suitable scale the X-section (one near the support and other near the free

end) along with L-section of cantilever beam with following data:

• Span projecting beyond support = 3m

• Size of beam at fixed end = 300mm x 600mm

• Size of beam at free end = 300 x 200mm

• Main reinforcement 4-20 mm dia. out of which two bars are curtailed

at 1.80m from fixed end.

• Wall thickness and bearing = 400mm

• Shear stirrups = 8 mm dia. 2legged@300mm

c/c @Anchor bars = 2-12mm dia.

Use HYSD Steel and also prepare bar bending schedule.

Q2. Draw plan & sectional elevation of a square column with isolated footing from

the following data:

• Size of Column = 500mmx500mm

• Main Bars = 8-20mm dia.

• Lateral Tie = 8mm dia. 300mmc/c double

ties

• Base Reinforcement = 12mm dia@200mmc/c both

• way

• Height of column = 4m

• Size of footing = 3mx3m

• Thickness of footing at column Face = 700mm

• Thickness of footing at free end = 400mm

• Depth below G.L = 1.20m

• Plinth Level above G.L = 350mm

Q3. Draw the Plan and section of restrained two way slab for a room 5.00mx6.00m

having 300mm wall thickness from following data.

• Slab Thickness = 150mm

• Bearing on walls = 200mm

• Reinforcement along Shorter Span 12mm dia. @120mm c/c with

alternate bar bent up near the support.

• Reinforcement along the Long Span 12mm dia. 120mm c/c with

alternate bar bent up near to the support.

Q4. Draw the L-Section and two X-Sections of simply supported Beam having

• Clear Span = 6m

• Size Of Beam = 350mmx700mm

• Wall thickness = 400mm

• Bearing = 200mm

• Tensile Reinforcement-5-20mm dia. in two ties 3 bars straight lines in



lower ties and two bars bent up at L/T in upper ties

• Anchor Bars = 2-12mm dia.

• Steel Stirrups = 8 mm dia. 2 Legged

@250mm c/c

SECTION-B

Q5. Draw the front elevation of steel truss:

• Span = 5 m.

• Principal rafter (Top Chord) = 2 ISA60mmX60mmx6mm @

Main Tie (Bottom Chord) = 2 ISA60mmX60mmx6mm

• Strut(Central Chord) = ISA60mmX60mmx6mm

• Cleat and Purlin = ISA60mmX60mmx10mm

• Shoe Angle = 2 ISA50mmX50mmx6mm @

Bearing Plate = 300mmx400mmx12mm @ Rag

Bolt = 15mm dia.

• Thickness of wall = 400mm

• Roof Covering Material = Corrugated GI sheets

Q6. Draw the Plan and front elevation of slab base stanchion.

• Column = [email protected] N/m.

• Cover plate = 10mm thick.

• Base plate = 700mm x 600mm x 18mm.

• Web cleat angle = 1SA 90x90x10mm.

• Flange cleat angle = ISA 90x90x10mm.

• Holding down plate = 200mm – 4 Rag bolts.

• Dia. of rivet = 18 mm

• R.C.C base slab = 900x800x500 mm.

• Reinforcement in base slab = 12 mm dia. @150 mm c/c

bothways.

Q7. Four horizontal beams are radiating from a stanchion all the four sides and are

connected by seated connections. Draw the front and side elevation from following

data.

• Stanchion = [email protected] N/m.

• Beam = [email protected] N/m.

• Cleat angle = ISA 90x90x8 connected with

flanges and web of beams.

• Dia. of rivet = 16 mm.

Q8. Draw the front and side elevation of a framed beam to beam connection. Main

beam has two radiating beam connected to its web. Top beam is at same level.

• Main beam = [email protected].

• Secondary beam = 2 [email protected] N/m.

• Cleat angle = 80x80x10 mm.

• Nominal diameter of rivet = 18 mm



STRUCTURAL DRAWING

6th/Civil/5135/Nov’16

Duration: 4 hours M. Marks: 100

1. Attempt any FIVE questions in all and at least TWO questions from each

section. All questions carry equal marks (i.e.20 each)

2. Data not given may be assumed.

3. Use of steel table and IS 800:1984 is permitted.

SECTION-A Q1. Draw to a suitable scale sectional elevation and footing plan of circular column

of 500 mm dia.With following data:

Depth of foundation below GL= 1200mm

Plinth height = 400mm

Height of column above plinth = 3500mm

Column reinforcements main = 6-25mm dia

Lateral ties = 8mm dia@300mm c/c

Footing: size at bottom =3500mm x 3500mm

size at top = 600mm x 600mm

Footing: thickness at column face = 800mm

Thickness at free end = 400mm

Reinforcement = 12mm dia. @ 200mm c/c both ways

Q2. Draw to suitable scale L-section and cross-section of a simply supported RCC

beam from the following data:

Size of beam = 350mm x 1050mm

Clear span = 6.0m


Main reinforcement= 4-20mm dia. bars

Side face reinforcement= 3-12mm dia. bars on each face

Anchor bars= 2-12mm dia. bars

Stirrups = 8mm dia. 2 legged@250mm c/c

Use HYSD bars and prepare bar bending schedule.

Q3. Draw to a suitable scale sectional plan and sectioned elevation of a cantilever slab

having an Overhang of 1.5m with following data:

Main bars =10mm dia.@145mm c/c

Distribution steel=8mm dia.@200mm c/c

Thickness of slab at fixed end=150mm

Thickness of slab at free end= 100mm

Thickness of wall= 300mm

Length of slab= 3m

Also prepare bar bending schedule.

Q4. Draw to a suitable scale cross-section of end connection of a Rcc column with

Rcc beam from data given below:

End column: size= 400mm x 400mm

main bars= 8-16mm dia.

lateral ties= 8mm dia.@200mm c/c (double ties)

Beam: size= 250mm x 400mm (including 100mm thick slab)

main bars= 5-20mm dia. Out of these two bars are bent up at l/7

stirrups = 8mm dia 2legged stirrups@200mm c/c anchor bars= 2-10mm dia.



SECTION-B

Q5. Draw the section of plate girder with intermediate joggled vertical stiffeners


Web plate = 1000mm x 8mm

Flange angle= 2-ISA 150mm x 115mm x 8mm (2 at top 2 at bottom)

Flange cover plates = 400mm x 10 mm ( one at top one at bottom)

Joggled vertical stiffner = 2-ISA 100mm x 75mm x 8mm

Q6. Draw plan,front elevation of column base from the data given below:

Column= [email protected] N/M

Cover plate= 10mm thick

Base plate= 750mm x 650mm x 20mm

Web cleat angle = 2-ISA 100mm x 100mm x 10mm

Flange cleat angle = 2-ISA 100mm x 100mm x 10mm

Holding down bolts = 4-18mm dia. 400mm long with 100mm x 100m x10mm

anchor plates.

Rcc base slab = 950mm x 850mm x 550mm

Assume any other missing data.

Q7. Draw the front view of ridge joint of a Fink roof truss showing details of gusset

plate, ridge sheet, A.C. roof Covering, rivets and cleats etc. from data given:

Principal rafter= 2-ISA 60mm x 60mm x 6mm inclined at 300 to the horizontal

Inclined upper ties meeting at ridge= 1-ISA 60mm x 60mm x 6mm inclined at

600 to the horizontal

Cleats= ISA 100mm x 75mm x 6mm

Purlins= ISA 60mm x 60mm x 6mm

Gusset plate= 8mm thick

Dia of rivets= 12mm

Q8. Draw front and side elevation of seated beam to beam connection from the

following data:

Main beam= ISMB [email protected] N/M

Secondary beam= ISMB [email protected] N/M

Seat angle= ISA 100mm x 90mm x10mm

Top cleat angle= ISA 80mm x 80mm x10mm

Dia. Of rivet= 20mm



STRUCTURAL DRAWING

6th/Civil/5135/May’16

Duration: 4hrs M. Marks=100

1. Attempt any FIVE questions in all at least TWO questions from each

section must be attempted. All questions carry equal marks (i.e. 20 each).

2. Assume any suitable data not given.

3. Use of Steel table and IS 800:1984 is permitted.

SECTION A Q 1. Draw longitudinal section and two cross section of simply supported beam

having

Clear Span = 6.0

Size of beam = 350x700

Wall Thickness = 400mm

Bearing = 200mm

Tensile Reinforcement = 5No 20mm Ø Bars in Two Tiers, 3Bars straight in

Lower tier and two bars bent up at L/7 in Upper tier

Anchor Bars 2 No 12mm Ø

Steel stirrups = 8mm

2 Legged @ 250mm c/c. Assume covers.

Q 2. Draw sectional elevation and Footing Plan of Circular Column. Diameter of

column – 500mm

Longitudinal Main Bars 8No 25mm Ø

Lateral Ties 8mm Ø @ 300mm c/c

Diameter of Footing – 3.0m

Thickness at free end 400mm at column Face 800mm

Reinforcement 12mm Ø @ 250mm c/c Both Ways. Assume Cover.

Q 3. Draw sectional plan and sectional elevation of simply supported on-way slab

with the following data:

Size of Room = 3m x 7m

Thickness of wall = 500 mm


Thickness of slab = 150 mm

Main Bars = 10 mm Ø @ 150 mm c/c ( with alternative bars bent up)

Distribution Steel = 8mm Ø Bars @ 200mm c/c

Q 4. Draw to a suitable scale the cross-sections (one near support and other near the

free end along with L-section of a cantilever beam with following data span

projecting beyond support = 3m)

Size of beam (at fixed end) = 300 mm x 600mm

Size of beam ( at free end) = 300 mm x 200mm

Main reinforcement = 4 – 20 mm Ø

(out of which two bars are curtailed at 1:80m From fixed end)


Shear Stirrups = 8mm Ø 2 legged @ 300 mm c/c

Anchor Bars = 2- 12 mm Ø

Use HYSD steel reinforcement. Assume any other missing data.

Prepare Bar Bending Schedule



SECTION B Q 5. Draw the plan, front elevation and side elevation of a gusseted base stanchion


Stanchion = ISHB 350 @ 661.2 N/m

Gusset Plate = 15 mm thick

Flange cleat angles = 2-ISA 150x 115 x 8 mm

Web cleat angles = 2-ISA 150x 115 x 8 mm

Base plate = 800x 600 x 20 mm

RCC base plate = 900x 700 x 400 mm

Diameter of rivets = 2mm

Holding down bolts = 18mm – 4Nos. Rag bolts.

Assume any missing data.

Q 6. Draw side view of a framed connection of a beam with that a flange of a column

with the following data:

Column = ISHB 300 @ 576.8 N/m

Beam = ISLB 250 @ 273.7 N/m

Cleat angles 2 – ISA 90x 90 x 8mm

Use 22 mm diameter rivets both on web of the beam and flange of column.

Q 7. Draw front elevation of a plate girder from following design data:

Clear span of plate girder = 8mm

Web plate = 1000mm x 8mm

Flange angles = 2-ISA 150x 115x 8mm

Bearing Plate = 300x 400 x 12 mm

Thickness of filler plate = 8mm

End bearing stiffeners = ISA 150x 115x 8mm

Intermediate stiffners = ISA 100x 75 x 8mm @ 1000 mm c/c

Flange plates (cover plates) = 400 x 10 mm, one at top and one at bottom

Q 8. Draw to a suitable scale the plan and section of a heel joint (Toe joint) for a steel

roof Truss with roof drainage arrangement from the following data :

Principal rafter = 2- ISA 60x 60 x 6mm inclined at 30° to the horizontal

Bearing plate = 300 mm x 400mm x 12 mm

Cement concrete bed block = 300 mm x 400mm x 200 mm

Rag bolts = 4 – 18 mm Ø

Shoe angles = 2-ISA 80x 80 x 8mm


Thickness of Wall = 400 mm


Assume any missing data



STRUCTURAL DRAWING

6th/Civil/5135/Nov'15

Duration: 4 hrs M. Marks=100

Note:

Attempt any FIVE questions in all but at least TWO questions from each

section must be attempted.

1. Assume any suitable data that is not given.

2. Each question carries 20 marks.

SECTION-A

Q.1Draw a L - section and two cross-sections, near support and mid span of a doubly

reinforced beam from the following data:

Size of beam = 350mm×550mm

Clear span = 5mm


Main tensile reinforcement = 3 bars of 20mm Φ (one bar bent up at l/6)

Compression reinforcement = 2-15mm

Shear stirrups = 8mm 2 legged @ 250mm c/c throughout.

Q.2Draw to a suitable scale cross section of an end connection of two beams on both

sides of column as per data given below : Columns: Size = 450mm×450mm

Main bar = 8-16 Φ bars

Lateral ties = 8mm Φ @ 250mm c/c (double ties)

Beams: Size = 300mm×450mm(including 100 mm thick

slab)

Main bars = 5-16 mm Φ(2 bars are bent up at l/7

from centre of column)

Stirrups = 8mm Φ 2 legged @250mm cc

Anchor bars = 2-12 mm Φ

Also show the cross section of the column.

Q.3Draw sectional plan and sectional elevation of simply supported one-way slab with

the following data:

Size of room = 3×7m



Thickness of slab = 150mm

Main bars = 100mm Φ @ 150mm c/c (with alternative

bars bent up)

Distribution steel = 8mm Φ bars @ 20mm c/c.

Q.4Draw to a suitable scale the sectional plan and sectional elevation of a circular

column from the following details:

Diameter of Circular Column = 500mm

Depth above G.L. = 1.0m

Plinth level of above G.l. = 400mm

Height of column = 3.8m

Column Reinforcement

Main longitudinal steel = 6-20mm Φ

Lateral ties = 8mm Φ @ 300mm c/c



Footing details:

Size of footing = 3.0×3.0m

Thickness of footing = 300mm

Reinforcement = 12mm Φ @ 290mm c/c (both ways)

Assume that the main bars of column are going into 150mm thick slabs. All

reinforcement used is of HYSD Fe-415 grade of steel. Also prepare bending the

bending schedule.

SECTION-B

Q.5Draw the plan and front elevation of the column base from the following data:

Column Cover Plate

= ISHB 250 @ 500.3N/m = 10mm thick

b cleat angles = ISA 90×90×10mm

Flange cleat angles = ISA 90×90×10mm Holding down plates = 20mm-4 Rags bolts Diameter of rivets ` = 18mm

RCC base slab = 900×800×500mm

Reinforcement in base slab = 12mm @ 150mm c/c both ways

Q.6Draw the front elevation and side elevation of seated beam to beam connection from

the data given as under: Main = ISMB 350 @ 853.6N/mm2 Secondary Beam = ISLB 300 @ 369.8N/mm2

Seat angle = 150×150×10mm @ 223.7N/m2

Web cleat angle = 75×75×8mm

Diameter of rivets = 16mm

Q.7Draw the front view of a joint of a roof truss showing all details including gusset

plate, ridge sheet, A.C. roof covering, rivets and cleats etc. as follows

Principal rafters = 2-ISA 55×55×6mm inclined at 30o

to horizontal

Inclined ties(upper ties) meeting at ridge = 1-ISA 55×55×6mm at 60o to horizontal

Cleats = ISA 100×75×6mm

Purlins = 50×50×5mm


Rivets = 20mm diameter

Q.8Draw to a suitable scale the front and side elevations of an unstiffened seated

connection of a beam with web of a column from the following data.

Column = ISHB 350 @ 661.2N/m

Beam = ISMB 225 @ 306.1N/m

Seat angle = ISA 100×75×10mm

Top cleat angle = ISA 90×90×10mm

Nominal diameter of rivets = 20mm



STRUCTURAL DRAWING

6th Exam/5135/ Civil /May, 2015

Time: 4 Hrs. Max. Marks: 100

Note: 1) Attempt any Five questions in all but at least two from each section.

2) Assume any suitable data not given.

3) Use of Steel Tables is permitted in examination.

4) All questions carry equal marks (i.e. 20 each).

SECTION- A

Q1. Draw to a suitable scale the longitudinal section and two cross-sections of a

singly reinforced beam from the following data:

Size of beam = 300 mm X 450 mm

Clear span = 4.5 m Bearing on wall = 400 mm Main reinforcement = 3-25 mm ф (One bar is bent-up at l/7 distance from the centre

of support)

Anchor bars = 2-12 mm ф

Shear stirrups = 8mm ф 2- legged centre to centre upto 1m from supports and 240

mm c/c for the remaining central length.

Also prepare the Bar Bending Schedule. (All reinforcement consists of Fe 415

HYSD bars)

Q2. Draw to a suitable scale sectional plan and sectional elevation of a square

column with isolated footing from the following data:

Size of the column = 500 mm X 500 mm

Longitudinal main bars = 8-20 mm ф (Fe 415 Grade)

Lateral ties = 8 mm ф @ 300 mm centre to centre (Double ties)

Base reinforcement = 12 mm ф @ 200 mm c/c both ways Height of the column =

3.6 m

Size of the footing = 3.0 m X 3.0 m

Thickness of footing at column face = 700 mm

Thickness of footing at free end = 400 mm Depth below G.L. = 1.2 m

Plinth level above G.L. = 350 mm

Also prepare the Bar Bending Schedule.

Q3. Draw to a suitable scale the cross-sections (one near the support and other

near the free end) along with L-section of a cantilever beam with following

data:

Span projecting beyond support = 3.0 m

Size of beam at fixed end = 300 mm X 600 mm

Size of beam at free end = 300 mm X 200 mm

Main reinforcement = 4-20 mm ф (out of which two bars are curtailed at 1.80 m

from fixed end)


Shear stirrups = 8 mm ф 2 legged @ 300 mm c/c throughout.

Use HYSD steel reinforcement and prepare the Bar Bending Schedule Q4. Draw sectional elevation of simply supported one-way slab with following data:

Size of the room = 3 m x 7 m

Thickness of the wall = 500 mm



Bearing on the wall = 300 mm

Thickness of the slab = 150 mm

Main steel = 10 mm ф @ 150 mm c/c (with alternative bars bent-up)

Distribution steel = 8 mm ф bars @ 200 mm c/c.

Also prepare the Bar Bending Schedule.

SECTION- B

Q5. Draw the front elevation and other details of joints in a simple Fink roof

truss showing the following design details of:

Principal rafter (Top chord) = 2-ISA 60 mm X 60 mm X 6 mm

Main Tie (Bottom Chord) = 2-ISA 60 mm X 60 mm X 6 mm Struts (Central chords)

= ISA 60 mm X 60 mm X 6 mm

Cleat and purlin angle = ISA 90 mm X 60 mm X 10 mm Shoe angle = 2 ISA 50 mm

X 50 mm X 6 mm

Bearing plate 300 mm X 400 mm X 12 mm

Rag bolts 15 mm ф

Cement concrete block = 300 mm X 400 mm X 200 mm Thickness of wall = 400

mm

Roof covering material = Corrugated G.I. sheets.

Q6. Draw the plan, front elevation and side elevation of a gusseted base steel

column from the following data:

Rolled steel column = ISHB 350 @ 661.2 N/m


Flange cleat angles = 2- ISA 150 mm X 115 mm X 8 mm

Web cleat angles = 2- ISA 150 mm X 115 mm X 8 mm


RCC base slab = 900 mm X 700 mm X 400 mm


Holding down bolts = 18 mm – 4 nos. Rag bolts.

Q7. Draw to a suitable scale the front and side elevation of an unstiffened seated

connection of a beam to the flange of a column from the following data:

Rolled steel column = ISHB 300 @ 576.8 N/m

Rolled steel beam = ISMB 225 @ 306.1 N/m

Seat angle = ISA 100 mm X 75 mm X 8 mm

Top cleat angle = ISA 90 mm X 90 mm X 8 mm


Q8. Draw to a suitable scale the front and side elevations of seated beam to beam

connection using the following data:

Main beam = ISMB 500 @ 852.5 N/m

Secondary beam = ISMB 250 @ 365.9 N/m

Seat angle = ISA 100 mm X 90 mm X 10 mm

Top cleat angle = ISA 80 mm X 80 mm X 10 mm

Nominal diameter of rivet = 20 mm


structural drawing 6th duration: 4hrs. m.marks:100 attempt

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