QUESTION : 1
The Solution for calculating angle of twist is given below as image file.
Question
: 26
Option : 2 correspond to Positive Internal Shear
Question : 27
Stress is maximum at neutral axis is false. The stress will be zero at the neutral axis
Option : 2 False
Question : 28
The relationship between V, M and w(x) include the below option. I considered V as Shear force, M as Bending Moment. The Shear force at any section is equal to the slope of the bending moment diagram at that section. So, dM/dX = V is the correct answer.
Option (5) dM/dx = V. The Shear force
For a 10 ft long A36 solid steel shaft with diameter equaling 4", undergoing a torque...
Prob 12 4" dia anchored solid steel rod, 10' long. 500 ft-lb T applied at the top. G=12 x 106 psi a Calculate Imax and the twist/distortion b Using the same weight of steel, how could distortion (Y) and shear stress (Tu) be reduced? 1 c. Suppose an axial load is applied. How does what was done for prob 12b also reduce the likelihood of buckling?
a w310 x 129 I-beam, made of
a36 steel, is shown in the figure. this I-beam is 4 m long and has
a distributed load and a concentrated load as shown in the figure.
determine the slope at point b and deflection at point c. the
modulus of elasticity of A-36 steel is E = 200GPA. the answers
should contain no variables
15 kN/m 20 kN 2 m im Wide-Flange Sections or W Shapes SI Units Flange Web x-x axis...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...