Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Hiii plz. Plz A
A CONCRETE BEAM LOADED WITH A CROSS SECTION AS SHOWN 5FT 1600LD емато MB=0 ≤Fu=0 EMAFO 1600(S)-RB RB=? RA BEAM Cross SECTION: .8 inches REACTION 6700 BEAM SECTION D THE SHEAR AND MOMENT DIAGRAM COMPUTE THE MAXIMUM FLEXURAL STRESS TE THE FLEXURAL STRESS AT THE FIBER LOCATED 2 inches FROM TOP OF M WHERE THE MAXIMUM MOMENT OCCURS. inche LOAD черт 4.GM- B VLENCTION BEAM LOADED WITH CROSS SECTION AS SHOWN USING THE SUPERPOSITION COMPUTE THE MAXIMUM DEFLECTION OF THE BEAM E = 10 GP₂ = 10x10 RB 9 N m (15pN 2PT-X A 2.5 m 20KN Im
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Transcribed Image Text:A CONCRETE BEAM LOADED WITH A CROSS SECTION AS SHOWN 5FT 1600LD емато MB=0 ≤Fu=0 EMAFO 1600(S)-RB RB=? RA BEAM Cross SECTION: .8 inches REACTION 6700 BEAM SECTION D THE SHEAR AND MOMENT DIAGRAM COMPUTE THE MAXIMUM FLEXURAL STRESS TE THE FLEXURAL STRESS AT THE FIBER LOCATED 2 inches FROM TOP OF M WHERE THE MAXIMUM MOMENT OCCURS. inche LOAD черт 4.GM- B VLENCTION BEAM LOADED WITH CROSS SECTION AS SHOWN USING THE SUPERPOSITION COMPUTE THE MAXIMUM DEFLECTION OF THE BEAM E = 10 GP₂ = 10x10 RB 9 N m (15pN 2PT-X A 2.5 m 20KN Im
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Step 1: Given
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Step 2: A) Draw shear and moment diagram
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Step 3: B) Compute maximum flexural stress
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Step 4: C) Calculate flexural stress at the fiber located 2 in from top
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Solution
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