А %3D 400 kN В 3 280 kN A В -2.4 m -7.4 m -1.2 m-

Q: Situation #2: A properties: Width, b = 400 mm 415 MPa rectangular beam has the following Effective…

A:

Q: Check the beam shown for compliance with the AISCS. Lateral support is provided only at the ends,…

A: Load=70 Sin       =70*(4/5)       =56 KN       =12.58 kipsDead Load=30% of 12.58=3.78 kipsLive…

Q: The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1…

A: Answer  To calculate the deflection at midspan of a given simply supported beam we have f =…

Q: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

Q: art 1 The simply supported beam below is initially designed to undertake a concentrated factored…

A: According to given data

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: The beam shown in the figure is a two-span beam with a pin (hinge) in the center of the left span,…

A: We need to find the maximum Moment on the beam and compare it with the W 12 x 79 beam Moment…

Q: 4.5) The live load deflection d, is A) 1.331 in B) 1.112 in C) 0.620 in D) 0.434 in

A:

Q: 4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

A:

Q: For the beam(300x800mm) to carried the loads shown in the figure below,design the steel…

A: Given values: Size of beam: (Width b * Depth D) =  300 * 800 mm Span = 9 m f'c = 25 MPa fy = 414 MPa…

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Given- Axial strength of column AB=?

Q: a. Which of the sections gives the largest allowable compressive strength? b. Which of the sections…

A:

Q: A W21×101 is used as a compression member with one end fixed and the other end free. The length is…

A: Section-W21×101L=12 ftFy=50 ksi To find- Nominal compressive strength

Q: I cross-section is simply supported on a span of 4m. Find the safe uniformly distributed load the…

A: Draw the schematic diagram

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Answer We need to first find G factors at Joint A and joint B in order to calculate 'Kx' GA = 1…

Q: Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the…

A: fy = 250MPa

Q: 4.3) The design moment strength M, is A) 880 ft-kips B) 887 ft-kips C) 1038 ft-kips D) 934 ft-kips…

A:

Q: 25. Design stress is less than the ultimate strength. Truo

A: (25)Design stress is the maximum allowable stress that a material can withstand under normal…

Q: 4. The beam shown in Fig. has lateral support only at the ends. The uniform load is a superimposed…

A: To find : Fcr

Q: 4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32

A:

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.