Fundamentals of Structural Analysis
5th Edition
ISBN: 9780073398006
Author: Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher: McGraw-Hill Education
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Question
Chapter 2, Problem 5P
(a)
To determine
Calculate the tributary area for floor beam B3.
(b)
To determine
Calculate the tributary area for floor beam B4.
(c)
To determine
Calculate the tributary area for girder G3.
(d)
To determine
Calculate the tributary area for girder G4.
(e)
To determine
Calculate the tributary area for edge column C3.
(f)
To determine
Calculate the tributary area for corner column C4.
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1. Create Diagrams: Draw the shear and moment
diagrams for the given beam.
8k
15k-ft
B
12 k
-6 ft-
-8 ft--8 ft-
-8 ft-
4k
4 ft 2 ft
10:46
Mechanics of Deform...
← CE104.2T.24.25. FA 1
5 of 6
2.5/10
Rigid bar ABCD is loaded and supported as shown.
Steel [E=27800 ksi] bars (1) and (2) are unstressed
before the load P is applied. Bar (1) has a cross-
sectional area of 0.83 in.² and bar (2) has a cross-
sectional area of 0.45 in.2. After load P is applied, the
strain in bar (1) is found to be 670 με. Assume L₁=58
in., L2-94 in., a=26 in., b=22 in., and c=36 in.
Determine:
(a) the stresses in bars (1) and (2).
(b) the vertical deflection VD of point D on the rigid
bar.
(c) the load P.
A
L₁
B
L2
a
b
223
D
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Fundamentals of Structural Analysis
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- exact answerarrow_forwardQ2: For the overhanging beam BD shown, draw the "Influence Lines" for RB, RD S.F. at C (VC) and B.M. at C (Mc) using the static equilibrium method. A B 4 m 5 m 7 marrow_forwardQ1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that t support at A is hinge, and at D is roller. B 2 m 5 kN/m C 30 kN 2 D 5 marrow_forward
- please the correct answerarrow_forwardQ1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that the support at A is hinge, and at D is roller. br Section C-D) 5 kN/m MC = 30x2) + (Dx *4) D لاک 15 B 2 m 2 m 30 kN DA DX 2 marrow_forwardQ2: For the overhanging beam AC shown, draw the "Influence Lines" for RA, RC, S.F. at B (VB) and B.M. at B (MB) using the static equilibrium method. 2 m B AC D 2 m 3 marrow_forward
- answerrarrow_forwardanwer pleasearrow_forwardCurrent Attempt in Progress The bell-crank mechanism is in equilibrium for an applied load of F₁ = 16 kN applied at A. Assume a = 330mm, b = 190mm, c = 75mm, and 0 = 35°. Pin B is in a double-shear connection and has a diameter of 32 mm. The bell crank has a thickness of 24 mm. Determine (a) the shear stress in pin B. (b) the bearing stress in the bell crank at B. Bell crank Support bracket- Answers: Tpin Bi B a b MPa Ob = i MPaarrow_forward
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