- For The System Structure Shown Column B 1 Is Found To Have An Applied Factored Axial Load Of Pu 475 Kips All Girders A 1 (17.13 KiB) Viewed 32 times
- For The System Structure Shown Column B 1 Is Found To Have An Applied Factored Axial Load Of Pu 475 Kips All Girders A 2 (34.07 KiB) Viewed 32 times
- For The System Structure Shown Column B 1 Is Found To Have An Applied Factored Axial Load Of Pu 475 Kips All Girders A 3 (53.45 KiB) Viewed 32 times
-15.00- -20.00- X-BRACING (TYPICAL THISBAY OF COL.LINEST&3) O. -20.00- 2 15.00- 00 ^) (typ.) 15.00 T/STEEL ROOF ELEV. 115.00 T/CONC.FTG ELEV. 100.00
15.00- (NOT TO SCALE) For the system structure shown, Column B-1 is found to have an applied factored axial load of Pu=475 kips. All girders and beams are W12x53 (A992) Select the lightest W-shape (A992) to be used for this column - you do not need to consider combined stress effects for this problem. You do not need to complete more than two iterations in the design process. -20.00- -20.00- X-BRACING CTYPICAL THIS BAY OF COL.LINESI & 3) wy -15.00 5.00 @typ.) -15.00 T/STEEL ROOF ELEV. 115.00 T/CONC.FTG ELEV. 100.00