4lf the allowable bearing stress for the material under the supports at A and B is 400 psi, determine the maximum load P that can be applied to the beam. The bearing plates A and B' have square cross-sections of 2"x2" and 4"x4" respectively 2. kip 501 2 kip 5 ft 3 kip 5 ft 2 kip COMPISSING 7.5 ft B

Q: Problem 3: Struts JK and JL are pin-connected at all joints. Determine the minimum required pin…

A: Hinge is the bending moment at a cross-section that increased the capacity of the section that leads…

Q: 2 - For beam I with distributed and concentrated loads, determine:   a)The maximum shear stresses…

A: The FBD of the beam is shown below: Taking equilibrium equation: The SFD of the beam is shown…

Q: The pin support A and roller support B of the bridge truss are supported on concrete abutments. If…

A: Determine the required minimum dimension of the square bearing plates at C and D

Q: DETERMINE THE STRESS IN EACH MEMBER OF TRUSS LOADED AND SUPPORTED AS SHOWN. RAV SOON a 300N 6 3 300…

A:

Q: Determine the force in members AB, BD, BE, and DE of the Howe roof truss shown below. A 000 30⁰ 3 m…

A: Given Data Determine the force in members AB, BD, BE and DE of the truss.

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A:

Q: A 22.5 lb/ft ↓↓ 5.0 ft C 250 lb B 0.617 in. 2.269 in. Ⓡ -3.0 ft-

A: given- a cantilever beam  carrying UDL and concentrated load and having maximum tensile stress 4ksi…

Q: Determine the shear reinforcement spacing of the beam shown within and beyond 2h from the support…

A:

Q: 4.16 (B). A reinforced concrete beam has to carry a bending moment of 100 kNm. The maximum…

A:

Q: ai 3 m1 to la JF E D --2.5 m -2.5 m -2,5 m 5 kN 3 kN 2 kN

A:

Q: The beam shown carries an ultimate load of 28.5 kN/m. The beam has a limited width of 275 mm and…

A: Ultimate load = 28.5 kN/m Width, b = 275 mm Height, h = 450 mm Reinforcement is placed at 65 mm from…

Q: a -1 in.- 0.25 in. B a

A:

Q: steel plate 2.7 m x 1.3 m x 100 mm thick is to be hoisted by a steel cable sling. assume the steel…

A: t=100mm do=18mm

Q: The rod PQ of length L and with flexural rigidity El is hinged at both ends. For what minimum force…

A:

Q: 2m 6m 40kN 3m 20kN Determine the force in members EG using Method of Sections.0 3m F 30kN 3m wwwmm H

A: Given data : Determinate truss with pinned and roller support at A and H respectively. Find :…

Q: Determine the safe span that a 75 x 125 mm purlin would have if it has a spacing 600 mm on centers,…

A: Given data, 75 x 125 mm purlin spacing 600 mm on centersroof load=40Pawind load=1.2kpa acting on…

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. You may not copy the…

A:

Q: ulate the vertical shear force at section ulate the largest shearing stress in sect

A:

Q: 2 kN 0.8m K B H G 1.5 kN 4 - 1m panels = 4m F 1.5m E

A:

Q: Question SITUATION. A steel channel is used as a purlin of a truss. The top chord of the truss is…

A: I have solved your problem

Q: Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section…

A:

Q: Solve the given frame using Set 1(Portal Method)/ 27 kN 4 m 49 kN G 5 m K 6 m 4 m 8 m Determine the…

A:

Q: B 2m 6m 40kN 3m 20kN Determine the force in members EC using Method of Sections.0 3m |F 30kN 3m H

A:

Q: Determine the largest load P that can be applied at A when 0 = 50° , knowing that the allowable…

A: Solution: Given data: dia =10 mmθ=50°

Q: 5.32. State whether the forces are in tension or compression.Use the method of sections to determine…

A: The given structure is analyzed by using the equation of equilibrium forces. The algebraic sum of…

Q: Determine the member forces CD and GF using method of sections. Indicate if (T) or (C)

A: Given Data  Find force in member CD and GF using method of section.

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A: Given data,  Inclination angle with horizontal = 30° Tensions stress = 5 Mpa Shear stress = 3 MPa…

Q: use the method of sections to determine the load in members CD,BD and CE and show whether the member…

A: Find:Use the method of sections to determine the load in members CD,BD and CE

Q: 150 kip 100 kip A B 200 kip 300 kip 300 kip 300 kip 300 kip -6 ft--6 ft-6 ft→-6 ft--6 ft--6 ft-|

A:

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

A: To find force in member EB,EC,DC

Q: 12-1. An L2 steel strap having a thickness of 0.125 in. and a width of 2 in. is bent into a circular…

A: L2 steel strap thickness=0.125 in width= 2in Radius of circular arc=600in To find Maximum bending…

Q: The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for the…

A:

Q: 3) A W33 X 130 (t = 0.58 inches , k = 1.68 inches) Determine Tength bearing the minimum N. and at…

A: Using a slice level (parallel to the mean line) to cut the profile at a given level, you can…

Q: Determine the safe span (in m) that a 100 x 150 mm purlin would have if it has a spacing 800 mm on…

A: To find out the safe span of purlin to carry load of 60 Pa and wind load of 1.4kPa.

Q: 1-106. The bearing pad consists of a 150 mm by 150 mm block of aluminum that supports a compressive…

A: The dimensions of block of aluminium is 150 mm by 150 mm.The block of aluminium is given asTo…

Q: 2-31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation…

A:

Q: A 1.625-in-diameter solid steel shaft supports loads PA- 400 lb, Pc- 600 lb, and PE- 400 Ib, as…

A:

Q: 5-67. The uniform concrete slab has a mass of 2400 kg. Determine the tension in each of the three…

A:

Planar Stresses