724A mechanism carries a constant load P applied to the seat asshown.For the angle 0, determine the following400E(a) the lengths LBE and LAB, in m(b) the angles a and 9, in degreesDraw the complete FBD of(c)members AB, FG, EBH and GHICalculate the forces, in Newtons, for the following(d) member FG(e) pin H(f) hydraulic cylinder AB100175LBEop os udeaThis is not yoproperty so do not upon anyway aswer your own150DE150C175B34.5 degrees200Dimensions in millimetersGHP = 724 N150This is not your propertyso do not use it in anyway as if it were your

Considering the following figure:

724A mechanism carries a constant load P applied to the seat shown. For the angle 0, determine the following (a) the lengths LBE and LAB, in m (b) the angles a and Q, in degrees Draw the complete FBD of c)members AB, FG, EBH and GHI Calculate the forces, in Newtons, for the following

724A mechanism carries a constant load P applied to the seat shown. For the angle 0, determine the following (a) the lengths LBE and LAB, in m (b) the angles a and Q, in degrees Draw the complete FBD of c)members AB, FG, EBH and GHI Calculate the forces, in Newtons, for the following

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

The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1500 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 150 kip-ft, P = 26 kips, LAB = 6.1 ft, LBC = 9.2 ft. MA A LAB LBC
The assembly consists of two A-36 steel rods and a rigid bar BD. Each rod has a diameter of 0.753 in. If a force of 15 kip is applied to the bar, determine the angle of tilt of the bar in degrees. 3.5 ft 2.5 ft E D -1.25 ft- 0.75 ft' 1 ft 15 kips
asap
Q4/ The rigid beam is supported by a pin at A and two steel wires BD and CE. Each rod has a diameter of d. If the load P on the beam causes the end C to be displaced h downward, determine the normal strain developed in wires CE and BD and the applied load P. Assume E steel = 200 Gpa and a= 1.5 m, b= 1lm, d=30 mm, h= 8 mm 2а b a - a
Problem # 4. A 12-mm-diameter steel E 200 GPa] rod (2) is connected to a 30mm wide by 8 mm thick rectangular aluminum [E 70 GPa] bar (1), as shown. required to Determine the force P stretch the assembly 10.0 mm. Ans: = A (1) 0.45 m B (2) 1.30 m - C
Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F- 3190 N, a - 2.8 m, b - 5.6 m, 0 = 43°. B. a D b F Answers: AB - N AC - i N AD - i N BC - i N CD - i N
Reduce the given loading system to a force-couple system at point A. Then determine the distance x to the right of point A at which the resultant of the three forces acts. A Answers: 8" V R= i M= 320 lb X= i Force-couple system at A. The force is positive if up, and the moment is positive if counterclockwise. Resultant i 15" 24" 600 lb 350 lb lb lb-in. in.
A solid circular bar ABCD with fixed supports is acted upon by torques T, and 2T, at the locations shown in the figure. 270 D 4L 10 (a) Obtain a formula for the maximum angle of twist o ay of the bar. (Enter the magnitude. Use the following as necessary: G for the shear modulus of elasticity, I, for the polar moment of inertia, where p is lowercase, L, and To.) Pmax = (b) What is if the applied torque T, at B is reversed in direction? (Enter the magnitude. Use the following as necessary: G for the shear modulus of elasticity, I, for the polar moment of inertia, where p is lowercase, L, and To:) Pmax Ymax =
Beam AB is supported as shown in the figure. Tie rod (1) is attached at B and C with double shear pin connections, while the pin at A is attached with a single shear connection. The pins at A, B, and C each have an ultimate shear strength of 57 ksi, and tie rod (1) has a yield strength of 33 ksi. A concentrated load of P = 14 kips is applied to the beam as shown. A factor of safety of 2.4 is required for all components. Determine: (a) the minimum required diameter for tie rod (1). (b) the minimum required diameter for the double shear pins at B and C. (c) the minimum required diameter for the single shear pin at A. 6.7 8 in. 3.8ft (2) 8.5ft
The cross-sectional area of each member of truss shown below is A-400mm² and E-200GPa. Determine the vertical displacement of joint C if a 4kN force is applied to the truss at C 4 kN 4 m 4 m 3 m
b) A frame designed to test the compressive strength of concrete blocks is composed of the four pressure pads, the four compression links, and the three outer links arranged in a square as shown. Express the compressive force C acting on each side of the square concrete block in terms of the applied forces P. P P Activ Go to S
*4-88. If the allowable normal stress for the bar is = 120 MPa, determine the maximum axial force P that can be applied to the bar. σ O allow PA 40 mm 5 mm 20 mm r = 10 mm 20 mm Probs. 4-87/88 P