1. (a).. A steel beam with span of 35 feet is to support a dead load, Wd = 400 Ib/ft, and a live load, W1 = 900 Ib/ft. These loads are service loads. Steel is Grade 50 ASTM 572. Determine the most economical size for the beam. (b) Determine the design moment for a W14X22 beam with Lb= 0 and Lb= 14 ft. Fy= 36 ksi.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. (a).. A steel beam with span of 35 feet is to support a dead load, Wd = 400
Ib/ft, and a live load, WI = 900 Ib/ft. These loads are service loads. Steel is
Grade 50 ASTM 572. Determine the most economical size for the beam.
(b) Determine the design moment for a W14X22 beam with Lb= 0 and Lb=
14 ft. Fy=
= 36 ksi.
Transcribed Image Text:1. (a).. A steel beam with span of 35 feet is to support a dead load, Wd = 400 Ib/ft, and a live load, WI = 900 Ib/ft. These loads are service loads. Steel is Grade 50 ASTM 572. Determine the most economical size for the beam. (b) Determine the design moment for a W14X22 beam with Lb= 0 and Lb= 14 ft. Fy= = 36 ksi.
Expert Solution
Step 1 Steel Beam

Reference : Structural Analysis, W section.

Given :

Span , Dead load and Live load LB, fy value.

To determine :

a. Most Economical size for beam.

b. Design Moment.

 

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