19. AT-section of a beam, as shown in Fig. 5.44,is subjected to a vertical shear force of 100 kN. Calcu- late the shear stress at the neutral axis and at the junction of the web and the flange. The moment of inertia at the neutral axis is 113.4 x 10° mm'.

Q: Q.2:A 3m long cantilever beam made of a square section steel shaft carries a concentrated load 4kN…

A: Length of the beam,(L)=3 m=3000 mm. Load at free ends,(W)=4 kN. Allowable stress, (σallow)=50 MPa.…

Q: The cross section of the composite beam shown is constructed of a rectangu- lar section of brass…

A: The modulus of elasticity for brass is .The modulus of elasticity for steel is .

Q: (13) A beam is to be rectangular in section with depth twice the width. The distance between…

A:

Q: 2. For the 20 meter beam shown, there is a roller at "A" (Ay = 52 kN; it is acting upward), and a…

A: For the 20 meter beam shown, there is a roller at "A" (Ay= 52 KN; it is acting upward), and a pin…

Q: For a steel circular cantilever beam, 10mm in diameter, 700mm in length with an applied load of…

A: M= (3/4 My + 1/3 Mp)My = 24543.5 N.mmMp = 41666.66667 N.mmYield strength= 250 MPad = 10 mmy = d/2F =…

Q: 14.11 Calculate the section modulus with respect to the X-X axis for the sections shown.

A: Given: The section is shown below:

Q: For the beam and loading shown below, determine the maximum shear stress acting at section a−a. Give…

A: Given beam with reactions at 'A' and 'D' are as shown below: Applying equilibrium conditions: (i)…

Q: 1. A bending moment of 5800 lb-in. is applied to a beam having a rectangular cross- section with…

A:

Q: 3 kN/m |6.0 kN 1 kN/m A B 500 mm 0.5 m 000 1.0 m→1.0 m→ 2.0 m- -4.0 m 200 mm

A: