For the beam section shown below, calculate the nominal flexural capacity (Mn) assuming that the tension force is T=1000 kN, the stress block depth is a=150 mm, and f'c = 40 MPa

A circular hole is to be punched in a plate that has a shear strength of 40 ksi. The working compressive stress for the punch is 50 ksi. Determine: a) The maximum thickness in inches of a plate in which a hole 2.5 in. in diameter can be punched. b) If the plate is 0.25 in. thick, determine the diameter in inches of the smallest hole that can be punched. Note: Draw the Free Body Diagram, include the units/dimensions, use the proper formula and round-off all the answers and final answers to 3 decimal places.

with FBD please Complete solution thank you

Problem 8.57 The sign is subjected to the uniform wind loading. Determine the stress components at points A and B on the 100-mm- diameter supporting post. (Eigure 1) Figure 7 of 8 > Review Determine the normal stress at point A. Express your answer using three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. HÅ ? JA= Value Units Submit Request Answer Determine the shear stress at point A. Express your answer using three significant figures and include the appropriate units. μA C ? Value Units Review Part C Determine the normal stress at point B. Express your answer using three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. μA Ⓒ ? TB - Value Units Submit Request Answer Determine the shear stress at point B. Express your answer using three significant figures and include the appropriate units.…