An 8 m simple beam is loaded with a 228 kN point load at the first third of its length. The cross section of the beam is shown below. If the allowable stress is 200 MPa the thickness of the cross section is constantly t - 18 mm C t C Y A 12 Find the dimension c of the cross section such that it will satisfy the allowable stress. Select the correct response 318.329 mm 290.593 mm 355.903 mm 263.312 mm

An 8 m simple beam is loaded with a 228 kN point load at the first third of its length. The cross section of the beam is shown below. If the allowable stress is 200 MPa the thickness of the cross section is constantly t - 18 mm C t C Y A 12 Find the dimension c of the cross section such that it will satisfy the allowable stress. Select the correct response 318.329 mm 290.593 mm 355.903 mm 263.312 mm

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 failure stress of a homogeneous steel bar having a diameter of 10 mm is 250 MPa. Using a factor of safety of 2.0, calculate the maximum load in N that the bar can support. А) 12500-pi в) 6250*pi с) 3125*pi D) 1563*pi
The beam shown is made of a nylon for which the allowable stress is 24 MPa in tension and 30 MPa in compression. Determine the largest couple M that can be applied to the beam. M = N•m A 15 mm ✓ 56 mm 28 mm 30 mm M
A thin polymer plate PQR is deformed so that corner Q is displaced downward 0.9 mm to new position Q', as shown in. Determine the shear strain at Q' associated with the two edges (PQ and QR). Assume a = 150 mm, b = 216 mm, c = 180 mm, and A = 0.9 mm. a b P R C Answer: Shear strain y = Q i A X urad.
Determine the normal stress in the steel plate. Gusset plate is 16 mm thick column pin diameter = 20 mm gusset plate steel plate 70 kN pin 60mm 8-mm plate thickness 183.45 MP 0148.53 MPa 58.33 MP3 22282 MP A 14583MP
Either all parts or none.... I vll upvote definitely
fast
Q1. An aluminum rod is rigidly attached between a steel rod bronze rod as shown in figure. Axial loads are applied at the positions indicated. Find the maximum value of P that will n exceed a stress in steel of 90 MPa, in aluminum of 140 MPa bronze of 120 MPa. Aluminum Вronze A= 300 Steel A=100 A=200 ЗР 2P 5P 2.5m 2.0 m 1.5 m
A stat of stress is specified in Figure. By using Mohr's circle determine the normal and shearing stresses on (a) the principal planes, (b) the planes of maximum shearing stress. 20 MPa 32 MPa 10 MPa 10 MPa 32 MPa 20 MPa I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala
The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum rods each have a diameter of 11 mm and an elastic modulus of E = 78 GPa. The steel rod has a diameter of 16 mm and an elastic modulus of E = 200 GPa. Assumea = 4.1 m, b= 1.2 m, and c= 1.2 m. What is the magnitude of load P that is necessary to displace point A 12 mm to the left? a (1) (3) A B (2) Answer: P = i kN
The general stress element shown is loaded such that o = 20 MPa, oy = -20 MPa, Txy = 10 MPa. What is the max dy 1 xy 70x
For the assembly shown in the figure below, Determine the state of stress at point A on the cross section of the pipe at section a-a. 20 mm P 170N d 30mm Section a-a 120mm b 220mm
SIR, PLS GIVE ME PROPER AND CORRECT SOLUTION WITH DETAIL. THANKS