Compute the deflection at B and the slope at C in the given figure. Given: X = 83 kip·ft and EI is constant. Compute the deflection at Band the slope at Cin the given figure. Given: X= 83 kip-ft and El is constant.3 kips/ftx kip • ft-15'15'-The deflection at B is öy= -1574IEIThe slope at Cis Oy=-1.35IEI Compute the deflection at Band the slope at Cin the given figure. Given: X= 83 kip-ft and El is constant.3 kips/ftx kip • ftBC15'-15'-The deflection at B is öy= 14277/EIThe slope at C is ey= -1685/EI

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Compute the deflection at B and the slope at C in the given figure. Given: X = 83 kip·ft and EI is constant

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Compute the deflection at B and the slope at C in the given figure. Given: X = 83 kip·ft and EI is constant.

Compute the deflection at Band the slope at Cin the given figure. Given: X= 83 kip-ft and El is constant.
3 kips/ft
x kip • ft-
15'
15'-
The deflection at B is öy= -1574
IEI
The slope at Cis Oy=-1.35
IEI

Compute the deflection at Band the slope at Cin the given figure. Given: X= 83 kip-ft and El is constant.
3 kips/ft
x kip • ft
B
C
15'-
15'-
The deflection at B is öy= 14277
/EI
The slope at C is ey= -1685
/EI

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