QUESTION 1The two storey frame shown in the following figure acted upon at floor level by triangularimpulsive force shown in same figure. For this frame determine the probable floor displacementsand shear forces in the columns. N=2KI= (30,700N) lb/in,MI= (136N) lb-sec/in,k₂kiM2MI30'(a)k₂k₁K2 = (44,300N) lb/inM2 = (66N) lb-sec/inF₁(t)F₂(1)20N20NHA10N10Nt(Sec)0.110'15'(b)0.1

The objective of the question is to determine the probable floor displacements and shear forces in…

Answered: QUESTION 1 The two storey frame shown…

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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PROBLEM 2: Referring to the figure below, determine the reaction forces at points A and В. 10m 3m 2m 30 KN/m
Consider the pipe assembly shown in (Figure 1). Neglect the weight of the pipe. Take F₁ = {200 i 300 j - 300 k) N and F₂ = {150 i +600 j} N. Figure F₂ 1.5 m B 1 m 1m² F₁ 1 of 1 Determine the component of internal normal force acting at a section passing through point B on the left part of the body relative to the cross-section. Express your answer using three significant figures. N₂ = Submit Part B V₂, V₂ = Submit IVE ΑΣΦ 41 Part C Request Answer Determine the y and z components of internal shear force acting at a section passing through point B on the left part of the body relative to the cross-section. Express your answers using three significant figures separated by a comma. VAΣo↓ vec Request Answer vec 6 M₂, My, M₂ = ? AΣo↓↑vec N ? Determine the x, y, and z components of internal moment acting at a section passing through point B on the left part of the body relative to the cross-section. Express your answers using three significant figures separated by commas. N ? N.m
The frame shown in the figure is composed of rigid members and is pin supported at A, B and C. Pulleys F and G have a radius of 0.2m. Calculate the horizontal and vertical reaction forces at A, B, C, and E. 400 N 2m D 1m E 1m 100N/m 1.5m 1m 2m
An 80.0 kg constructor worker sits down 2.00 m from the end of a 1460 kg horizontal steel beam to eat his lunch, as shown in the figure. The 8.00 m long beam is supported by a cable attached at P to the wall, and is hinged at H in the wall. ?= 40 degrees. (a) Find the force of tension, FT, in the cable, and (b) find the force by the hinge, FH, supporting the beam.
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The simply supported beam shown is under the action of a uniformly distributed load w of 4 kN/m plus an off-centre point load of 3 kN. Determine the shear force in kN at point A situated 1 meters to the right of the left support. Use the sign convenction illustrated in the figure.Round off your answer to the nearest kilo Newton. 3 kN A -4m -2 m*
Referring to the figure, block A and B have masses of 14 kg and 9 kg respectively. A horizental rope connects block B to the wall. If the coefficient of friction between block A and block B is 0.25 and between block A to the floor is 0.33 , determine the force P required to cause the motion of block A to impend, and determine the normal force force acting on block A (NA).
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Problem 2.24 Consider the beam shown in (Figure 1). The support at B can be assumed to be a roller. Suppose that w=5.5 k/ft Figure 1 of 1 12 ft 12 A
1. Consider a water jet having a diameter of D = 1 cm and a flow of Q = 1 L/s. The jet is deflected by a fixed plate which is inclined at an angle of 50° from horizontal. a) Determine the velocity vx in the x-direction in m/s. b) Determine the velocity vy in the y-direction in m/s. c) Determine the resultant force Fx on the plate in the x-direction in N. d) Determine the resultant force Fy on the plate in the y-direction in N. e) Determine the combined resultant force F on the plate in N. 1 L/s 50° V = 6 m/s
Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 120N/m 300 N 300 N-m 200 N 100N/m Im B 4m C Im DIm E 4m 1m G 400 N¬m
X = 8081

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