i. For the beam shown in Figure assume that EI = 100,000 kip-fi? and use discontinuity functions to determine (a) the reactions at A, C, and D. (b) the beam deflection at B. 75 kips H.W.3: For the beam shown in FigureEl = 100,000 kip-ft? and use discontinuity functions to determineassume that%3D(a) the reactions at A, C, and D.(b) the beam deflection at B.75 kips7 kips/ftCD8 ft8 ft16 ft

Reaction forces: When a force or moment is generated by external agencies on a body, to counteract…

H.W.3: For the beam shown in Figure El = 100,000 kip-ft2 and use discontinuity functions to determine assume that (a) the reactions at A, C, and D. (b) the beam deflection at B. 75 kips 7 kips/ft D 8ft 8 ft 16 ft

H.W.3: For the beam shown in Figure El = 100,000 kip-ft2 and use discontinuity functions to determine assume that (a) the reactions at A, C, and D. (b) the beam deflection at B. 75 kips 7 kips/ft D 8ft 8 ft 16 ft

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

i. For the beam shown in Figure assume that EI = 100,000 kip-fi? and use discontinuity functions to determine (a) the reactions at A, C, and D. (b) the beam deflection at B. 75 kips

H.W.3: For the beam shown in Figure
El = 100,000 kip-ft? and use discontinuity functions to determine
assume that
%3D
(a) the reactions at A, C, and D.
(b) the beam deflection at B.
75 kips
7 kips/ft
C
D
8 ft
8 ft
16 ft

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