Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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I need help on number 2, I keep getting it wrong. Please and thank you

What is the magnitude of the deflection at D attributable to axial deformation of member BC (in inches to three decimal points)? 0.515 What is the magnitude of the deflection at D attributable to axial deformation of member AB (in inches to three decimal points)? X 0.375 What is the magnitude of the deflection at D attributable to flexure of member AB (in inches to three decimal points)? 0.375
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Transcribed Image Text:What is the magnitude of the deflection at D attributable to axial deformation of member BC (in inches to three decimal points)? 0.515 What is the magnitude of the deflection at D attributable to axial deformation of member AB (in inches to three decimal points)? X 0.375 What is the magnitude of the deflection at D attributable to flexure of member AB (in inches to three decimal points)? 0.375
You are given the structure and loading below. The load wis 2.4 kips/ft. Find the value of downward deflection at point D. Use E = 29,000 ksi. BC is a cable with a diameter of 0.5 in. AB is an I beam (W12x16) with a moment of inertia of 103 in* and an area of 4.7 in². AC 3 D 12' B 12.1
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Transcribed Image Text:You are given the structure and loading below. The load wis 2.4 kips/ft. Find the value of downward deflection at point D. Use E = 29,000 ksi. BC is a cable with a diameter of 0.5 in. AB is an I beam (W12x16) with a moment of inertia of 103 in* and an area of 4.7 in². AC 3 D 12' B 12.1
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Step 3: Vertical deflection at D
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Step 4: Cable BC:
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Solution
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