Problem 3 (Pro 5.116 Textbook):Prob 5.16 A long concrete bearing wall has vertical expansion joints placed every 40 feet.Determine the required width of the gap in a joint if it is wide open at 20°F and just barely closedat 80°F. Assume a = 6 x10-6 /°F.%3DCONCHETEBEARING WALLEXPANSIONJOINT12040'40140!

Answered: Image /qna-images/answer/f8e5802a-8f6d-4e8b-9ba7-4a69fb8586be.jpg

Answered: Problem 3 (Pro 5.116 Textbook): Prob…

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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Determine if the concrete mass gravity wall shown below is safe by calculating factors of safety against sliding, overturning, and bearing capacity. Use the following in your analysis: H1 = 15 ft H2 = 3 ft Bi = 10 ft B2 = 3 ft Yconc = 150 pcf B = 15° Y = 130 pcf $= 35° 8 = 20° B2 • H2 B1
8. The rectangular gate in the figure is hinged at the upper edge and is 4 ft. wide. Calculate the total force on the sill neglecting the weight of the gate. 10' Water Hinge Sill 45°
An embedded beam is subjected to the loads shown. Determine the stress produced at points A, B ,C, D in the embedment section. The X axis is 72.9 mm from the top edge. Solve correctly please
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Q2) For single story building shown in Figure below, all beams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m 5 m 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? e. Find the maximum applied load on beam A &B 0.3 B 12 m 0.3 12e200 53m 5.30 m Good Luck 1 045
32 H.W find longitudinal and hov tensile stresses in the wall of vessel Shown in figue, if the internal Pessure is 09 MA and thickness of Wall is 6.44mm? Ans: o =42.19 M H= 62.8 Ma %3D t. AIS finel I?so67 0.6m
"D.60. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 28 MPa, fy= 414.6 MPa, bf= 760 mm, t= 85 mm, hw= 440 mm, bw = 420 mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 3 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia. and lower layer is 4 - 28 mm dia." Use the editor to format your answer br Ct t Bar diameters and positioning in the figure given are just representations. Refer to the problem ds hw statement for the number of bars and bar diameters to use in your computation. 25 mm Cb bw
Three plates are welded together to form the section shown. Dimensions of the cross section are b = 6.0 in., d = 18.0 in., a = 4.0 in., and t = 0.7 in. For a vertical shear force of V = 34 kips, determine the shear flow through the welded surface at B. d B a
1.50 The cylindrical steel column has an outer diameter of 4 in. and inner diame- ter of 3.5 in. The column is separated from the concrete foundation by a square bearing plate. The working compressive stress is 26 000 psi for the column, and the working bearing stress is 1200 psi for concrete. Find the largest force P that can be applied to the column. Į 3.5 in 0.125 in. 0.75 in. 2800 lb 7 in. FIG. P1.50 1.5 in. 6 in.- 14800 lb B FIG. P1.49 6 in.-
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32 H.W tind longitudinal and hoor tensile stresses in the Wall of vessel Shown in figure, if the internal Bessure is 0.9 Ma and thickness of Wall is 6.4 mm? Ansi é =42.19 MPa + F= 62.8 Ma Also find ?5067 0.6m 0.6m

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