Answered: Determine the magnitudes of all pin…

Determine the magnitudes of all pin reactions for the frame loaded as shown. Assume F = 600 N, a = 795 mm, b = 350 mm, 0 = 32°, and = 63°. A O Ө b B F D C

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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Question

Determine the magnitudes of all pin reactions for the frame loaded as shown.
Assume F = 600 N, a = 795 mm, b = 350 mm, 0 = 32°, and = 63°.
A
O
Ө
b
B
F
D
C

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Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for frame shown in the Figure. 10 N A B 1.5m C D 56 N.m 3m E- F G cord + F 1 1 1 2m 1.5m 2.5m 0.25m 3m
In your response, please display the full computation and all FBDs that were used. Only round off at the final answer with 4 decimal places. P=2kN, F=3kN, and moment M=0.5kN-m are acting on the structure in the illustration. A pin at Z and a cable RQ connected by a connecting pin R support it. Im F P S a M Im R IU - a' W 0.8m 3m A. Calculate the cable RQ force's magnitude (in kN), FRQ. B. Determine the support reactions at Z (in kN). Zx = ?, left, or right? Zy = ?, down or up? 4 m C. Determine the internal moment (in kNm) at the midpoint of bar RUZ-section a-a', Ma-a'. Show your answer by drawing a corresponding FBD showing Maa", other unknown or known external and internal forces.
Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for frame shown in the Figure. 10 N A B 1.5m C D 56 N.m 3m E- F G cord + F 1 1 1 2m 1.5m 2.5m 0.25m 3m
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The right angle bar is supported by a pin at B and a roller at C as shown in figure. The 30 mm diameter pin is in double shear. The shear stress in the pin is limited to 120 MPa. Neglect torsional effect. 400 mm BC The maximum safe value of Pis 30° P 480 mm kN. (Round off to one decimal place)
FN= 119, MN= 85, SN= 93
A. Calculate the shear force in the pin at B in pounds. B. Calculate the shear stress in the pin at B in psi.
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The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point C to point A. (Figure 1) Figure K 1 of 1 > 0.15 m 0.4 m 0.2 m 03m 05 m 0.25 m 0.2 m