commercial-1-2-3.pdf
TRANSCRIPT
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1A
Client Name:
Prepared by:
Date:
A LOAD DATA Unit
A1 Maximum Wind Velocity (V) > 110 Km/Hour
A2 Exposure Factor (Category C@ 60ft above ground) 1.07
A3 Wind Pressure (P) 0.66 Kpa
A4 Recommended Design Pressure (W) SI Unit 0.99 Kpa
Metric Unit 100.85 Kg/m^2
Imperial Unit 20.66 psf
B GLASS DATA Unit
B1 Fixed Panel Thickness (Tp) > 12 mm
B2 Width of Panel Between Supports (Wp) > 1.60 meter
B3 Height of Panel Parallel to Supports (Hp) > 3.00 meter
B4 Fin Thickness (Tf) > 12 mm
B5 Width of Fin (Wf) > 0.30 meter
B6 Overall Height of Fin (Fh) > 3.00 meter
C CALCULATING STRESS OF FIXED PANEL Unit
C1 Bending Moment (M) 0.32 KN-M
C2 Allowable Bending Stress of Toughened Glass (Fba) 50.0 N/mm^2
C3 Actual Bending Stress of Fixed Panel (Fb) 13.18 N/mm^2
3.79 Safety Factor
D CHECKING INDIVIDUAL PANEL DEFLECTION Unit
D1 Allowable Deflection (Ya) ; L/ 175 9.14 mm
D2 Actual Deflection (Y) 8.14 mm
1.12 Safety Factor
E CALCULATING STRESS OF FIN Unit
E1 Total Weight of System 1677.51 N
E2 Working Load 1.58 KN/m
E3 Bending Moment of Fin 1.78 KN-m
E4 Allowable Bending Stress for Tempered Glass 50.0 N/mm^2
E5 Actual Bending Stress of Fins 10.35 N/mm^2
4.83 Safety Factor
CHECKING STRESS OF FIN AT SUPPORT (AFFECTED BY HOLES)
E6 Number of Holes (20mm dia.) 3 Total Area: 1,945.49 mm2
E7 Combine Load (Dead Load + Windload) 4050.6 N
E8 Allowable Bending Stress for Tempered Glass 50.0 N/mm^2
E9 Actual Stress of Fins @ Support (Reduce Area due to Holes) 2.45 N/mm^2
20.42 Safety Factor
F CHECKING FOR OVERALL FIN DEFLECTION Unit
F1 Fin Deflection Limit: L / 175 17.14 mm
F2 Actual Fin Deflection (Should Not Exceed 19mm ) 0.34 mm
50.12 Safety Factor
G
1.60
W= 0.99 Kpa
3.00
0.34
1.60
Fig. 01: Fixed Panel Dimension Fig.02 : Load/Support Diagram
Structural Glass Analysis Design of Simply-Supported Glass with Semi-Rigid FinDesign of Simply-Supported Glass with Semi-Rigid FinDesign of Simply-Supported Glass with Semi-Rigid FinDesign of Simply-Supported Glass with Semi-Rigid Fin
Project Name:
Location:
Leaders Aluminium
Al Nabooda Building
Al Nabooda Building
Dubai
November 4, 2014
DEFLECTION IS WITH-IN LIMIT >>>
DESIGN IS ACCEPTABLE >>>
DESIGN DIAGRAM
DESIGN IS ACCEPTABLE >>>
Note: Verify available glass size and tempering capacity
Description
DEFLECTION IS WITH-IN LIMIT >>>
Commercial No. 1, 2 & 3
DESIGN IS ACCEPTABLE >>>
For more information about this program, E-mail to [email protected] Printed:04/11/2014