01: For the beam ABCD carries a uniformly distributed load (w) as shown in the figure below. Portions AB and CD of the beam is hollow. If the allowable bending stress is 60 MPa, determine the largest allowable value of the uniformly distributed load (w) that can be applied to the beam. w kN/m 2m 0.5m Im 0.5m 20mm 160mm 200mm 20mm 20mm 60mm 20mm 100mm Sec. (AB), (CD) Sec. (BC)

01: For the beam ABCD carries a uniformly distributed load (w) as shown in the figure below. Portions AB and CD of the beam is hollow. If the allowable bending stress is 60 MPa, determine the largest allowable value of the uniformly distributed load (w) that can be applied to the beam. w kN/m 2m 0.5m Im 0.5m 20mm 160mm 200mm 20mm 20mm 60mm 20mm 100mm Sec. (AB), (CD) Sec. (BC)

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Incorrect please resolve both parta
In this case, the applied force is always pulls upward, but the amount of force that can be applied can vary between 0-350 N (maximum). The locations of the applied force and resistance cannot be changed. Which of these statement is true? Select one: O The system could lift any resistance less than, but could not lift a resistance = 250 N. The system could lift any resistance that was 350 N. O The system could raise, but would be unable to lower a resistance.
The answer of question
How did you get the value of "F"
1 The 45° strain rosette is mounted on a surface of the bracket as shown in Figure Ql. The bracket is made from steel with Eseel = 120 GPa and poison ratio, v = 0.28. The following readings are obtained for each gauge under loadings: Ea=[X+Y] (10*) Es = -200(10-6) E= -180(106) Important note : X=100 Y=60 (a) Prove that &=Ea and &= E,. (b) Determine the shear strain, y and the normal strain, &, and E,. (c) Estimate the in-plane principal strains and the angle associated with the principal strains, and
What is the normal force applied to the block?
why is F3 0
(b) A differential element on the bracket as shown in Figure 1 is subjected to plane strain that has the following components: ex = 150µ, ey = 200µ, yxy = -700µ. By using the strain transformation equations, determine: - (i) The equivalent in-plane strains on an element oriented at an angle 0 = 60° counterclockwise from the original position. (ii) Sketch the deformed element within the x' – y' plane due to these strains. (iii) The stresses on the oriented planes in (I) where the value of elasticity, E = 200 GPa and Poisson's ratio, v = 0.32. (iv) Give your comments on those stresses in (iii) in terms of elastic limit/failure if the material's yield strength in tension/compression is 250 MPa and in shear is 90 MPa.
f(10x¹ - 3x² +9) dx
Round number to three significant figures. 2.3499999995
QUESTION 1 Draw (hand drawing) three views of the following components, in third angle projection (including the symbol). Show hidden details where necessary. Arrow indicates the front view of the object. Figure 1 Figure 2
Find the angle e and the reaction forces from surface as the AB rod or Imt Long and 25 kg mass. is in equilibrium on frie tionless surface .