H.W.4: For the propped cantilever beam shown in Figure assume that EI = 100,000 kip-fi® and use discontinuity functions to determine (a) the reactions at B and D. (b) the beam deflection at C. % ‘ 5 kips/ft 10t 21 8f H.W.4: For the propped cantilever beam shown in Figureassume that El = 100,000 kip-ft? and use discontinuityfunctions to determine(a) the reactions at B and D.(b) the beam deflection at C.5 kips/ftBD10 ft12 ft8 ft

Given:- EI=100000 kip-ft2 load = 5 kips/ft To find:- a)reactions at B and D b)beam deflection at C

Answered: I.W.4: For the propped cantilever beam…

I.W.4: For the propped cantilever beam shown in F assume that El = 100,000 kip-ft? and use disconti unctions to determine a) the reactions at B and D.

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

H.W.4: For the propped cantilever beam shown in Figure assume that EI = 100,000 kip-fi® and use discontinuity functions to determine (a) the reactions at B and D. (b) the beam deflection at C. % ‘ 5 kips/ft 10t 21 8f

H.W.4: For the propped cantilever beam shown in Figure
assume that El = 100,000 kip-ft? and use discontinuity
functions to determine
(a) the reactions at B and D.
(b) the beam deflection at C.
5 kips/ft
B
D
10 ft
12 ft
8 ft

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