1. A simply supported beam carrying a uniform load has a span of 9.15 m. The beam has adequate lateral supports. The allowable bending stress is 2.41 MPa, modulus of elasticity is 13,790 MPa, and its permissible limit for deflection is 1/360 of span. (a) Determine the depth of the beam so that when allowable stress is reached the deflection of beam is at maximum. (b) If the width of the beam is 300 mm, what total uniform load can it safely support?

Q: The uniform rod is subjected to the axial loads as shown. Which segment has the absolute maximum…

A: Given Loads To find out Which segment has Maximum normal stress

Q: 4. The beam shown supports the load shown, determine max flexural stress developed and 200mm the max…

A:

Q: A steel tower of a suspension bridge is designed to stand 250 feet tall. The forces from the cables…

A: The Young modulus of elasticity of steel given is , E=30000 Ksi  the length of steel tower, L = 250…

Q: A flat bar of cross section 15 mm by 70 mm elongates 2.59 mm in a length of 1.3 m as the result of…

A: Axial stress is the ratio of load and the areaσ=PAσ=230,000N15×70 mm2σ=219Mpa

Q: The maximum tensile stress developed in a rectangular beam loaded transversely downward occurs at:…

A:

Q: The pedestal shown is formed by two concrete blocks with a circular cross section. Block A has a…

A: Diameter of block A (dA) = 0.5m = 500mmDiameter of block B (dB) = 1m = 1000mmE = 25 GPa = 25 × 103…

Q: A cantilever beam QT having rectangular cross sections with varying width h, and varying height b,…

A:

Q: Static Method of Analysis The plastic modulus of a section is 4.8 x 10-4m³. The shape factor is 1.2.…

A: Given- Plastic modulus of the section- Zp=4.8×10-4 m3,Shape factor SF=1.2,Mp=120 kN-m, It is needed…

Q: AW14x22 beam is subjected to a moment of 99 ft-kips. What is the bending stress in the beam in psi?…

A: Given data - Section W14×22Moment = 99 kips- ft Find out - Bending stress in 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.