The tension in the supporting cable BC equals 900 N. 1. Express the 900 N tension in cable BC as a vector. 2. Express the 600 N force acting on boom AB as a vector. 3. Calculate the combined moment generated by the 900 N tension in cable BC and the 600 N force about point A. 4. Find the magnitude of the projection of the 900 N tension in cable BC along line AB. Z T= 900 N x B 3 m 600 N 2 m 2 m -3 m D 3 m

The tension in the supporting cable BC equals 900 N. 1. Express the 900 N tension in cable BC as a vector. 2. Express the 600 N force acting on boom AB as a vector. 3. Calculate the combined moment generated by the 900 N tension in cable BC and the 600 N force about point A. 4. Find the magnitude of the projection of the 900 N tension in cable BC along line AB. Z T= 900 N x B 3 m 600 N 2 m 2 m -3 m D 3 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

What's the solution
A.) Calculate the moments at supports A and C. (A and C are fixed supports and B is a roller support) B.) Draw the bending moment diagram Question 1. 25 kN 15kN/m A IB 3 m 3 m 4 m
- For the beam shown (Figure P-1), calculate reactions and draw shear and moment diagrams. Sketch the deflected shape. A, D, and F are a roller, B and E are pin'hinge, and C is a pin. Concentrated moment is 1,200 kips-ft, uniformly distributed load is 1 kips/f, and the concentrated force is 60-kips. 1,200 k-ft Hngs 6ok Honge 30 60- T30 30 *30 40
C). If wheel D rotates with an angular velocity of op=6 rad/s, determine the angular velocity of the follower link BC at the instant shown. The link rotates about the z axis at z = 2 ft. 0.5 ft B 2 ft 1.5 ft 3 ft wp- 6 rad/s 0.25 ft D.
Can you write this solution out instead of typing.
Equilibrium of 3D Force Systems
portal method determine the magnitude of the moment reaction at d
For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)
Lecture 2 A triangular roof frame consists of a horizontal tie rod and two rafters at inclined at 300 and 60⁰ respectively to the horizontal and is supported at the ends. It carries a load of 4 KN at the apex, determine the resulting thrusts in the rafters, the tension in the tie rod and the reaction at the supports. Using Lami's theorem N j at 30/ K X 4 KN raf 60
A cable is used as a laundry washing line whose end points are fixed at A and B. The clothes on the line resemble -10 m: В y 5 m 4 m approximately a constant line load w = 72 N/m. Compute the maximal force in the line for a minimal distance of the line to the ground given by 3 m. Select the correct response: 747.94 N 581.73 N 1038.80 N 363.58 N
The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its weight per unit length is 2500N/m, and the beam rests on two pillars at A and B, with no fixed connection. A. Assuming the beam is uniform, which of the following gives the absolute maximum shear? i. 12500N ii. 10000N iii. 7500N iv. 22500N B. What is the value of the absolute maximum moment? i. 31250Nm ii. 20000Nm iii. 11250Nm iv. 22500Nm
B I a P I C D A 777 Consider the frame shown. Select the horizontal reaction at D as the force redundant. Assume P = 10 KN, a = 1 m, BC = 5 m, AB = CD = 5 m, constant El Which of the following most nearly gives the horizontal support movement at D when the horizontal reaction at D is removed? O 208.33/EI 100/EI O 416.67/EI O 1041.67/EI