Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a = 17 kN and L= 4.3 m. a B EI T k 2EI 3 m Calculate the bending moment at B: MB kN m C 2EI 3 m. D ΕΙ E +=+ 1 m L

Q: calculate the location of the centroid, the second moments and product of area for the cross-…

A: The objective of this question is to calculate the location of the centroid, the second moments and…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: determine the maximum torque T that can be applied.

A: Solution: Allowable shear stress:     Dd = 5020 = 2.5 rd = 420 = 0.20 Taken that, K = 1.25 τmax =…

Q: For the frame below, F = 9.2 kips, a = 6 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

A: Given: The value of F is 9.2 kips. The value of a is 6 ft. The value of b is 5 ft. The value of c is…

Q: A force P of magnitude 1,100 N is applied to the pedal shown satisfies a shearing stress in the pin…

A: Take moment about C∑ Mc=0TBA0.125-11000.3=0TBA=2640N∑ Fx=0TBA-Cx=0Cx=2640N∑ Fy=0 Cy=1100N…

Q: The 450-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

A:

Q: A cylindrical pin made of carbon steel is loaded with a maximum possible twisting moment Mv. Maximum…

A: G = 80 GPa  Maximum shear stress = 40 MPa  Determine the free end distortion in degree.

Q: Find the bending stress at point B located at Im from the right end of the beam. 2 N/m 1N.m 2 cm 10…

A: The most common structural element subject to bending moments is the beam. When the beam is loaded…

Q: Determine the maximum bending moment magnitude for the beam shown below. Use a = 18 ft, b = 6 ft,…

A: Solution:- Bending moments at various sections: BMC=0BMB=-6×6×62 =-108 kip.ftBMA=-6×24×242+96×18 =0…

Q: 8kN 16KN/m A E 75m .75mm D ()=ay 2m B 75m 1.5m

A:

Q: 5. The beam shown is resting on two moveable supports. It carries a uniform love load of 140 N/m and…

A:

Q: For the truss shown, the force P = 1000 N. a. Determine support reactions at A and K. b. Using…

A: Solution Since you have asked multiple question, we will solve the two question for you. If you want…

Q: A symmetrical beam cross section is shown below. The centroid is in the exact centre of the section.…

A:

Q: Week 5, Question 2: Using the force method, calculate the bending moment at B for the statically…

A: A frame is pinned at A and E, also a point load of 12kN is applied at B,To determine the moment at…

Q: Questions a/b c₁₂=c 200 10 E 5 0.291 m 20 40 289 10 0.312 200 0.323 0.328 10 1. 6.3 kNm torque is…

A: For given data:Torque = 6.3 kN-mLength of the shaft = 3mCross-sectional area, a= 5090 mm2Modulus of…

Q: Given the truss below, take F₁ = 8kN, F₂= 4kN, L= 1.5m, h=2m. Use the Method of Sections. 21 (T) 20…

A:

Q: Determine the horizontal displacement of joint C.  The length, L, of trusses AC, BC is 1,300 mm.…

A: EAC = 135 GPa = 135 × 103 N/mm2 EBC = 150 GPa = 150 × 103 N/mm2 AAC = ABC = 360 mm2 Determine the…

Q: Find the reaction forces at A and B

A:

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.