nurks). For the beam(300x750mm) to carried the loads shown in the figure below,check the for bending moment fail or not,usefc'=25MPa,fy-400MPa,d=700mm. Wu-80kN/m(include self weight) 6.0m 4016mm 700mm 300mm|--

Q: Solve for the beam adequacy using WSD and USD.

A:

Q: Determine the support reactions at A and B of the beam loaded as show 6kN/m 3m D 3m 4.5kN/m B TTTT 2…

A: To find support reaction at point A and B

Q: - In the given figure, the maximum bending moment at the fixed end of the cantilever caused by the…

A:

Q: Q2/ For the 5.0m simply supported beam having fc=20MPA and fy 420MPA, calculate the deflection due…

A: Given, width of the given beam= b= 600 mm Service dead load on beam (excluding own weight) =15×5=75…

Q: Design the spacing of 10mm u stirrups for the beam shown in the figure. If fc'=20.7Mpa and…

A: Given data  The diameter of the bar is 10mm fc=20.7 MPafy=275 MPa The beam width (b) is 350 mm The…

Q: 2.5 The steel propeller shaft ABCD carries the axial loads shown in Fig. (a). Determine the change…

A:

Q: For the inverse T-section beam that loaded as shown in figure, find the maximum tensile and…

A: A double overhanging beam is given we need to find out maximum tensile and compressive bending…

Q: 02) (25Marka): The load shown in Figure (2) is supported by the four stainless steel wires of…

A:

Q: If a G. = 77 2 GPa, G, = 27 GPa and torque of M- = 76 kN.m is applied to induce twisting in the…

A:

Q: Check the adequacy of column AB for applied live load. Fy= 350M

A: fy = 350 MPaCompression member:W 360 x 51A = 6450 mm2 rx = 148 mmry = 38.8 mmd = 355 mmb = 171 mmt =…

Q: Determine the total load W that may be carried by the T-beam. Please step by step. Wis 35 Determine…

A: Given :

Q: A steel portal frame has dimensions, plastic moment capacities and applied loads as shown in the…

A:

Q: 3- For the beam given in the figure, a- Draw the elastic curve by using the Mohr Method. b-…

A: Given data:- Beam given is below figure;

Q: 4 4a 4b 4c The designed axially loaded column is W 4 x 13 with the following data: kg/m |d=105.66 mm…

A: For W 4x13  ry = 25.4 mm  Ag = 2471 mm2

Q: For the beam shown below: a) Calculate the elastic curve equation Ely Mo A = R³L 6 Mox³L + cx + C₂…

A:

Q: 4 - A rectangular block is loaded with a 180 kN axial force and a moment M, as shown in the figure.…

A: Given data: Cross section of column, 100 mm×60 mm Axial load, P=180 kN Maximum allowable tensile…

Q: The beam carries a concentrated load P and a uniformly distributed load that totals 3P. Determine…

A: Determine the largest allowable value of P if the working stresses are 50 MPa in tension and 80 MPa…

Q: For the frame shown below, the initial displacement is 25 mm and the initial velocity is 13 mm/s.…

A:

Q: The beam is loaded as shown. which of the following nearly gives the maximum momen of the beam in…

A: Concept:- If the loading is symmetrical then load applied on the beam will be equally divided…

Q: Determine the plastic moment strength (kN-m) of a C10x30, A36 steel, about the minor axis. d = 254…

A:

Q: e A fixed-end beam is subjected to a concentrated load (P) as shown in the figure. The beam has two…

A:

Q: Example A04-04. Replace the force system acting on the post by a resultant force and couple moment…

A: We have to find out the the resultant force and moment at point O.

Q: assume EI is constant. 2 k/ft What is MAB in k-ft? 180 24ft -108 Select the correct response: B ₁12k…

A:

Q: The frame shown in figure below is hinged to rigid supports at A and E. Find the components of the…

A: Note : BC and BD are 2 force members so they are subjected to axial forces only

Q: 4) The rigid rods AC and BC are attached to a torsional spring of constant K = 4 kN m and a linear…

A: The given figure is shown below:

Q: F4-35 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and…

A:

Q: -L/2- -L/2- B WO Identify the equation of the elastic curve for the cantilever beam AB.

A: A cantilever beam is given of span L and free at left end and fixed at right end.To determine the…

Q: - For the frame shown below, the initial displacement is 25 mm and the initial velocity is 13 mm/s.…

A:

Q: compute the safe factored uniformly distributed deadload that will be added to the weight of the…

A: Span = 6mudl (LL) = 20 kN/mb = 280mmd = 415 mmfc' = 25 N/mm2fy = 420 N/mm2As = 6 bars of 20mm To…

Q: Compute the maximum deflection for the beam loaded as shown below 400 Ib 400 Ib 160 Ib/ft 100 Ib/ft…

A: To find Maximum deflection for the beam

Q: A double cover butt riveted joint is used to connect two flat plates of 200 mm width and 14 mm…

A: Given data- A double cover butt riveted joint- Two flat plates of 200 mm width, b=200 mm, Thickness…

Q: compute the safe factored uniformly distributed deadload th will be added to the weight of the beam.…

A: Span L =6 mUniformly distributed live load = 20 KN/mWidth of beam b =280 mmEffective depth of beam d…

Q: Draw the BMD and SFD for the beam loaded as shown in figure. 1 m 10 kN 3 kN/m m |--2 m-1m1m2 m2 m

A:

Q: please solve using MOMENT AREA METHOD

A:

Q: Select an A992 (Es= 345 MPa and Fu= 450 MPa) W-shape for the floor beam AB of the floor system…

A: Given Data: The thickness of the floor is, t=125 mm The unit weight of concrete is, wc=24 kN/m3 The…

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: 183

A: Blade design consists mainly of selecting the aerofoil section(s) that comprise the blade, and then…

Q: Q5) 1- Max shearing stress? 2- The necessary distance between pins and number of these pins of…

A:

Q: Design the spacing of 10mm u stirrups

A: Dead load: - It is a static force whose value does not change with respect to time.

Q: 3.5 A simply supported beam is loaded as shown in the given figure. The bending moment at Ewould be…

A: Given: A simply supported beam figure,

Q: Q3/ A rigid beam ABCD shown in Figure with negligible weight is pinned at one end and attached to…

A:

Q: Find solution steel structure

A: The text in the image asks you to design member AB within the frame shown in figure (2). The applied…

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.