2.F8 A transmission tower is held by three guy wires attached to a pin atA and anchored by bolts at B, C, and D. Knowing that the tension inwire AB is 2.5 kN, draw the free-body diagram needed to determinethe vertical force P exerted by the tower on the pin at A.y18 m4 m6 mB12 m9 m13 m6 mFig. P2.F8

Write the coordinates points as shown below:

Answered: 2.F8 A transmission tower is held by…

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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Compute the reactions and draw the shear and mo-ment curves for the beam in Figure P9.21. In addition tothe applied load, the support at C settles by 0.1 m. EI isconstant for the beam. E = 200 GPa, I = 60 × 106mm4
GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?
Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
In the beam shown, take P1 = 4 kN, P2 = 7 kN, and W1 = 5 kN/m. a) Determine the vertical reaction at "A" b) Determine the vertical reaction at "B" c) Determine the shear at X1 d) Determine the shear at X2 e) Determine the moment at X2
Calculate the vertical reaction at support D. Enter your answer in kN to two decimal places.
In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
d)Determine the internal torque (in N-m) in section B.
Given : M1 = 4000 N/m M2 = 9000 N/m P = 3600 N (downward) w1= 800 N/m (downward) w2 = 600 N/m (downward) a = 4 m b = c = d = 5 m Determine the following:a. The maximum positive shear (in N).b. The maximum negative shear (in N).c. The maximum positive moment (in N-m).d. The maximum negative moment (in N-m).e. The location of maximum shear from the left end of the beam (in m).f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the detailed Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.
Determine the external reaction at the roller support in kN. Select one: a. 280 b. 30 c. 310 d. 120
The structure of a beam with single supports is subjected to a moment MA at the pinned end A, an inclined load FB applied at point B, and a uniformly distributed load with intensity q1 on the segment BC. Find the support reactions at joints A and C, then calculate the internal forces at the midpoint of BC. MA= 380 N.m FB = 200 N q1= 160N/m a= 3 m b= 2m
1.) What is the vertical reaction at A and B?2.) What is the horizontal and moment reaction B3.) What is the maximum positive moment in the beam?(kN-m)4.) What is the location of the maximum positive moment from point A? (m) 5.) What is the shear at a point between A and C?6.) What is the moment at a point under the concentrated load?
Determine the deflection at point C. The reaction at the roller support is 1.6 w0L

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