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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. D 12' t B 12'

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. D 12' t B 12'

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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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
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
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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