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The W12×40 section in Fig. below is used as a simply supported beam. Two point loads applied at the distance of (1/3)*L from supports. L=12 ft. If the maximum shear of the beam is 16 kips, determine the followings? 1. The tensile stress at maximum fiber of the mid section?. 2. Deflection at mid. point? 3. The minimum shear stress in the web at support? 4. The maximum shear stress in the web at support? Use E=10000 Ksi 0.515 in. Te A₁-

The W12×40 section in Fig. below is used as a simply supported beam. Two point loads applied at the distance of (1/3)*L from supports. L=12 ft. If the maximum shear of the beam is 16 kips, determine the followings? 1. The tensile stress at maximum fiber of the mid section?. 2. Deflection at mid. point? 3. The minimum shear stress in the web at support? 4. The maximum shear stress in the web at support? Use E=10000 Ksi 0.515 in. Te A₁-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The W12×40 section in Fig. below is used as a simply supported beam. Two point loads applied at the distance of (1/3)*L from supports. L=12 ft. If the maximum shear of the beam is 16 kips, determine the followings? 1. The tensile stress at maximum fiber of the mid section?.. 2. Deflection at mid. point? 3. The minimum shear stress in the web at support? 4. The maximum shear stress in the web at support? Use E=10000 13 Ksi 0.515 in. A₁ -W12 x 40 7/₂ FE 11.94 in. V= 16 kips (a) 8.005 in. (b) 0.295 in. ΝΑ
Transcribed Image Text:The W12×40 section in Fig. below is used as a simply supported beam. Two point loads applied at the distance of (1/3)*L from supports. L=12 ft. If the maximum shear of the beam is 16 kips, determine the followings? 1. The tensile stress at maximum fiber of the mid section?.. 2. Deflection at mid. point? 3. The minimum shear stress in the web at support? 4. The maximum shear stress in the web at support? Use E=10000 13 Ksi 0.515 in. A₁ -W12 x 40 7/₂ FE 11.94 in. V= 16 kips (a) 8.005 in. (b) 0.295 in. ΝΑ
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