27. A single L8×6x1/2 is used as a tension brace in a multi-story building. The 8 in. leg of the angle is attached to a gusset plate with two lines of four 3/4 in. bolts at a spacing of 3 in. Determine the shear lag factor (consider Case 2 and Case 8) and effective net area.

Q: 5. Using method of sections, determine whether the following are in tension or compression: FH GH GI…

A:

Q: 1. Refer to the illustration below. f²=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity…

A: Answer We are given  f'c = 28 Mpa fy = 400 Mpa b= 400 mm h = 500 mm Ast = 6 - #32 Calculations shown…

Q: Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”,…

A:

Q: CS X 13.7 S10 × 25,4 PROBLEM 6.7 A columm is fabricated by connecting the rolled-steel members shown…

A: Given data - Shear force = 30 kips Space (S) = 5 in Diameter = 3/4 in Find out - Shearing stress in…

Q: Solve this problem with clear step by step solutions so I can understand

A: Step 1: Step 2: Step 3: Step 4:

Q: The dimensions of a rectangular beam are limited to b - 300 mm and effective depth, d- 700 mm.…

A: Given data:- Width of rectangular bar, b = 300 mm Effective depth, d = 700 mm f'c=28 MPafy=415 Mpa…

Q: The Warren truss loaded as shown in the fig at C and a hinge at G. By the method of s- members BC,…

A:

Q: The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb=0.425.…

A: diameter= 13.75 mmpb=0.425ymc =1.5yms =1.15NOTE:Since you have posted multiple questions, we will…

Q: Please answwer the question in the picture, Show all of your work please.

A: Follow the steps...Image_1Image_2Image_3As calculated above Absolute Maximum SF =17 kipAbsolute…

Q: Answer fast.

A: Step 1:Sure, I can help you with the question in the image. The question asks you to calculate the…

Q: Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries…

A: Diagram;Draw SFD;Thus Vmax = 49.077 kn

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.