Problem 4 Determine the design tensile strength Pn of the MC18x58 channel shown based on yielding and rupture of the tension member. Do not check block shear. + @3 Gusset PL. 7/8" 5@3" MC18x58 1 1/4 in Standard Holes**

Q: A bolted lap joint is used to connect a rectangular bar to a hanger bracket, as shown in Fig.…

A: Given data,  Allowable shear stress in bolt = 80MPa Diameter of bolt shank = 15 mm To find out the…

Q: M Deter MINE THE MAX Dez of the Beam

A:

Q: 1-66 Figure P1-69 shows a bolt subjected to a tensile load. One failure mode would be, if the…

A: Force = 22.3 kN or 22300 NDiameter of shank, d = 12 mm Thickness (t) = 8mm

Q: The five-bolt connection shown must support an applied load of P = 400 N. The thickness of the axial…

A: P = 400 kN t = 1 mm b = 16 mm

Q: The following image shows a front and side view of the column connection. The bolts have a diameter…

A:

Q: Determine the development length of the #9 bars. Is it safe?

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 3#9 12" 21" 3" tc = 4 ksi Grade 60 steel. NWC. M = 60 ft-k The sectim is cracked Computer the…

A:

Q: 1. A tension member is made of 90 mm thick steel plates 225 mm wide by a lap joint made with three…

A: 1.Answer Given data : Thickness of steel plate (t) = 90mm  Width of the plate (B) = 225 mm  3 rows…

Q: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: To find- Shear load

Q: Find the stress in each rad.

A: Hello dear student, i hope you are doing well & your studies is also going very good. Here im…

Q: PROBLEM NO. 2: Two plates each with thickness t = 16mm are bolted together with 6-22mm diameter…

A: Data Given:S1 = 40 mmS2 = 80 mmS3 = 100 mmt = 16 mmBolt diameter (db)= 16 mmAsked:Allowable strength…

Q: Design the reinforcements of the given T beam below. bf=800mm bw=450mm tf=120mm d=600mm d'=80mm…

A: To Find-Design the reinforcement for T-beam

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.