The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for therivets in shear and 18 ksi for the plates in bearing. What is the magnitude of force P in kips whenbearing stress governs.>PPA47.334.7C32.6(D) 67.378in.PO4 in.787 in.P

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Answered: The lap joint is fastened with four…

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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The weight of the block is 25 kN. Find the tension at AB and BC. Answer in kN.
Situation 5. The K-truss is loaded by vertical force and supported by pin and rollers as shown. 18. Detemine the force in member ES 6 panels at 8' c. 7.547 kips (T) d. 5.721 kips (T) B. a. 3.774 kips (C) b. 6.038 kips (C) E A G 5° T 19. Determine the force in member CD R c. 6.400 kips (T) d. 5.800 kips (T) a. 3.200 kips (C) b. 4.800 kips (C) 20. Determine the force in member KR a. 0 b. 2.120 kips (T) H. M K 1 kip 2 kips 4 kips c. 1.887 kips (C) d. 2.544 kips (T) 20 21. Determine the force in member DK a. 2.000 kips (T) b. 0 c. 3.200 kips (T) d. 1.000 kips (T)
For the beam and loading shown, consider the n-n section. (a) Absolute value of shear force in n-n section |V| In kN units, (b) the absolute value of the shear stress at point a of the n-n section |τ| Specify in MPa units. Take the P value of 34 kN and the D value of 17 mm in the question.
la. Draw the V and M Diagram 10kN/m 12KN/m 5kN/m 3kN-m 3m 2m 2m 3m 1b. Compute for the maximum bending stress of the given beam if the cross sectional area is: 30mm 30mm 60mm 1.c. Compute the flexural stress at 3m from the hinge if the cross sectional area is: Equilateral Triangle 100mm
1 of 1 60 60 АВ BC CD DI HI GH 53.130 \53.130° 53.130 \53.130° FG EF C D EA ЕВ 60 FB BG Use truss by joints GC GD Solve for the magnitude of all members and determine if they are in tension or compression. HD Support reactions are already calculator for you. Ax = 270 kN right Ex = 270 kN left Ey = 180 kN up %3D Keep calculations to 2 decimal places. Units are kN. One grid = 1m
QUESTION 1) The cross sectional Е, A, Е, А, areas of the KM and MR intervals are A1 = 400 mm? and A2 respectively. Both sections are made = 200 mm², from the same material that has elastic L. M N R K modulus ofE = 200 GPa. If the gap in figure is 8-5mm and the axial forces are Pi = 120 kN and P2 1m 2m 2m 1m = 80 kN; a) Calculate the support reactions. b) Draw the axial force diagram.
a) 25.0 lb/in2 b) 56.25 lb/in2 c) 18.75 lb/in2 d) 31.25 lb/in2
If the maximum allowable force (tensile or compressive) in members GF in the pin-connected truss shown is known to be 270 kN. Determine the maximum load P that can be applied to the truss. 6 m 6 m 6m 6m 6m Select one: OA.P= 90.00 KN OB. P = 270.00 KN OC.P = 405.00 KN OD.P = 180.00 KN OE.P = 135.00 KN P.
The electric power transmission tower supports two wires that apply 18 kN verticalforces, and the 36 kN horizontal force crudely models wind loading during astorm. Use the method of sections to determine the force in members IF, IM andBD.
A: Without any solutions, identify the zero-force members. B: Determine the forces in the members identified by "x" using two sections ONLY. 70 KN S0 KN 50 KN 6 m 14 m= 16 m

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The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for the rivets in shear and 18 ksi for the plates in bearing. What is the magnitude of force P in kips when bearing stress governs. > P P A 47.3 34.7 C32.6 (D) 67.3 78 in. PO 4 in. 78 7 in. P