- 2 A Simply Supported Beam Spanning 30 Ft Is To Support The Service Loads Shown In The Figure The Top Flange Of The Be 1 (149.29 KiB) Viewed 58 times
- 2 A Simply Supported Beam Spanning 30 Ft Is To Support The Service Loads Shown In The Figure The Top Flange Of The Be 2 (9.53 KiB) Viewed 58 times
- 2 A Simply Supported Beam Spanning 30 Ft Is To Support The Service Loads Shown In The Figure The Top Flange Of The Be 3 (44.73 KiB) Viewed 58 times
- 2 A Simply Supported Beam Spanning 30 Ft Is To Support The Service Loads Shown In The Figure The Top Flange Of The Be 4 (34.39 KiB) Viewed 58 times
2. A simply supported beam spanning 30 ft. is to support the service loads shown in the figure. The top flange of the beam has continuous lateral support. (No lateral torsional buckling). Answer the following questions. Use A572 Grade 50 steel and ignore the selfweight of the beam. [15] a. Draw the factored shear force and factored bending moment diagrams in the spaces provided. (5) Ww=2ytt Pa = 20K WAL= Kyt (INCLUDING SW.) d 201 t 10'
[Mumere 11 577.7 -7K']
b. Assuming the maximum factored moment is Mu=500 ft-Kip, select the most economical Wide Flange section to carry this moment. (Do not consider shear or deflection) [w24x55 ] (3)
d) If the Architect requires a maximum beam size of W18, which beam would you choose? (2) [w 18x65] or [w18x71] -[