Light-grade steel channel was used as a purlin of a truss. The top chord of the truss is inclined I V: 4 H and distance between trusses is equal to 6 m. The purlin has a weight of 79 N/m and spaced at 1.2 m. on centers. The dead load including the roof materials is 720 Pa, live load of 1000 Pa and wind load of 1.2 1.2 1440 Pa. Coefficient of Purlins pressure at leeward and windward are 0.6 and 0.2 respectively. Assume all loads passes through the centroid of the section. Truss Properties of C 200 x 76 mm 1.2 Sx = 6.19 x 104 mm Sy = 1.38 x 104 mm W = 79 N/m 12 1.2 1.2 TIK Allowable bending stress Fbx = Fby = 207 MPa Truss 6m O Calculate the bending stress, fox, for dead load and live load combination (D + L). O Calculate the bending stress, foy, for dead load and live load combination (D + L). O Calculate the maximum ratio of actual to the allowable bending stress for load combination 0.75 (D + L + W) at the fbx = 151.14 MPa fby = 169.6 MPa Interaction = 1.25 windward side.

Q: Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1 = 20 ft • L2= 6 ft • Live load = 60 psf…

A:

Q: Problem-2 Determine the load P such that the members in the three-hinged arch shown below are in…

A: To determine -  Load P and value of y1.

Q: Solve the problem below using method of section. Indicate if it’s compression or tension

A: Step 1: Step 2: Step 3:Step 4:

Q: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength :Yield strength of an element is a maximum stress an element or component can bear…

Q: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression…

A: Solution: Givendata: bf = 750 mm tf = 50 mm d = 750 mm bw = 350 mm Mu = 816 kN.m fc' = 20.7 Mpa fy =…

Q: a 9 ● с B col 0.2 m m d FO F₁ F₂ A structure is contructed of three beams DABC, GDEF and HEB.…

A: Sign conventions and assumptions required to solve this strucutureDraw the free body diagram of the…

Q: Given the faming plan a) Number all of the members properly in terms of joist, beam and girders.…

A: Given: Dead Load = 60 psf Live load = 80 psf

Q: Calculate and draw the internal forces created at H section of the bracket beam?

A:

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

A: Step 1:Step 2:Step 3: Step 4:

Q: 50KN 25KN G 6m B ANALYZE THE STRUCTURE USING CANTILEVER METHOD Compute: 1. Axial Load of CF 2.…

A: Given: a structure                                                       To determine :1)Axial load…

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).