17.5 A W12 × 72 structural steel wide-flange section is used as a simply supported beam with a span length of 12 ft. It is sub- jected to concentrated loads of 20,000 lb at each quarter point and an axial tensile load of 50,000 lb. Calculate the maximum combined tensile and compressive stresses.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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is 8 m.
17.5 A W12 X 72 structural steel wide-flange section is used os
simply supported beam with a span length of 12 ft. It is sub
jected to concentrated loads of 20,000 lb at each quarter point
and an axial tensile load of 50,000 lb. Calculate the maximum
combined tensile and compressive stresses.
1. 1
el ahef 3 in in diameter and 4 ft long is fived ot
Transcribed Image Text:is 8 m. 17.5 A W12 X 72 structural steel wide-flange section is used os simply supported beam with a span length of 12 ft. It is sub jected to concentrated loads of 20,000 lb at each quarter point and an axial tensile load of 50,000 lb. Calculate the maximum combined tensile and compressive stresses. 1. 1 el ahef 3 in in diameter and 4 ft long is fived ot
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