A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its ip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E=200 GPa. Determine the deflection at free end before the tension rod is attached. A 19.5 mm B) 25.4 mm 12.8 mm 16.3 mm

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

A:

Q: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer…

A:

Q: 155 kN 125 kN B D F 3 m H C E G 4 m 4 m 4 m 4 m A,

A:

Q: Determine the force in DC member of the truss, and state if the members are in tension or…

A:

Q: Determine the moment M in kN-m that must be applied to the beam to create maximum stress of 97 MPa.…

A:

Q: The moment of inertia with respect to the neutral axis. The maximum flexural stress and shear stress…

A: Consider the given section.

Q: Q4: A simply supported I-beam of (2 m) span carries a central load of (4 kN). The load acts through…

A:

Q: For the girder shown below, Determine the followings due to a uniform live load of {Z} kN/m acting…

A:

Q: The A-36 steel strut AB has length 4 ft and a diameter 2 in. It is pin connected at both ends. The…

A: A-36 Struct steelL= 4ftD= 2 inchE= 29000 ksiTo determine - Maximum W load

Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the…

A: We regret to inform you that as per our company policy we are required to answer only first three…

Q: The signboard truss is designed to support a horizontal wind load of 620 lb. If the resultant of…

A:

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

A:

Q: A rectangular concrete beam has a width of 300 mm and an effective depth to bottom bars of 450 mm.…

A:

Q: A simply supported rectangular beam has size, 300 mm x 600 mm. Concrete cover is 50 mm. It is…

A: step 1-

Q: a beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its…

A:

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

A:

Q: A tubular post of outer diameter d₂ is guyed by two cables fitted with turnbuckles (see figure).…

A:

Q: Question The span of cantilever beam is 2 m. The cross-section of the beam is a hollow square with…

A: A cantilever beam- span of the beam-L=2 m=2000 mm,sides of square=100 mm,Moment of inertia I=4×105…

Q: BG and ABCD.

A:

Q: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer…

A:

Q: The beam of triangular cross-section has a maximum allowable compressive stress of 175 MPa. Take the…

A: Answer We can calculate the Maximum Allowable Bending Moment using Bending equation. From Bending…

Q: Determine the force in member CG for the truss using the method of joints. 133 kN 67 kN B F G -4 at…

A: Given Data  Find the force in member CG (FCG) using method of joint.

Q: A rectangular concrete beam has a width of 300 mm and an effective depth to bottom bars of 430 mm.…

A:

Q: A wide flange beam with dimension of: bf = 400 d = 500 tw = 12 tf = 18mm C is subjected to a V =…

A:

Q: W1 A 10 ft 10 ft Set w1 (k/ft) A (1,2,3,4,5) B (6,7,8,9,0) 3. If the given beam has constant EI,…

A:

Q: 4. Consider the angle iron. If the moment acting on the cross section is 936 kip-ft, determine the…

A: Answer To calculate the Maximum compressive stress and Maximum tensile stress we can use the Bending…

Q: 1. Compute the force in member FEF 2. Compute the force in member FED

A:

Q: The frame ABCD consists of a rigid beam AC that is supported by two steel columns AB and CD with a…

A: Consider the free body diagram of the rigid beam AC:

Q: A cantilever beam has a span of 2 m. and having a flexural rigidity of 40000 kN.m². At the free end…

A:

Q: The beam is subjected to an internal moment of M = 140 kN.m. Determine the bending stress developed…

A:

Q: A simply-supported beam carries a uniform load, w = 142 kN/m at its middle third. If L = 13 m,…

A:

Q: for the truss shown, determine the force in member AD. Assume the pulley is weightless and…

A:

Q: answer number 3

A: To find maximum shear at mid span

Q: A bridge girder AB on a simple span of length L = 30 m supports a distributed load of maximum…

A:

Q: a negligible mass m block. It is pinne of 20 kg and negli static friction at B-

A:

Q: A cantilever beam has a span of Am. and having a flexural rigidity of 40000 kN.m². At the free end…

A: Given data: Flexural rigidity of beam, EI=40000 kNm2 Clearnce of spring at free end, ∆=0.20 m Spring…

Q: 2. From the truss shown below, determine the force and state whether its in compression or tension…

A:

Q: Q4: A simply supported I-beam of (2 m) span carries a central load of (4 kN). The load acts through…

A: Calculation of Maximum Bending stress at mid Span and Location of NA ##

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.