A 6-meter simply supported beam carries a total uniform factored load of 30kN/m distributed throughout  the section. The beam has a dimension of 300mm x 570mm with an effective depth of 470mm. subjected to a torsional force of 100kN-m applied at the ends of the  beam in opposite direction. Design the required transverse reinforcement against shear and torsion. Draw the shear and torsion diagrams and the details of reinforcements. give step by step solution

Q: With a parabolic tendon, the rectangular concrete beam (800×400mm) shown below prestressed, So, it…

A: assumption in PSC-  at any section plane section before bending remain plane after bending.  within…

Q: A. A square pedestal has glued parts at joints t, r, e, and s. Plane t-r-e-s is at an angle of 30°…

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Q: A triangular beam, having a base of 30Ó mm, and a height of 500 mm. If fc' = 25 MPa, and the…

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Q: determine the largest allowable spacing of rivets that join (a) the angle bars and the top plate;…

A: The Working stress of shear and bearing is given as 100 and 250 MPA yu

Q: A W 305 x 87, 7.5m llong, is pinned at both ends and braced in the weak direction at the third…

A: Given :W 305 x 87 section L = 7.5 m or 7500 mm A = 10965 mm2 Ix = 331.2 x 106 mm4 Iy = 55.78 x 106…

Q: A reinforced concrete beam has the following properties:  Beam width = 320 mm  Effective depth =…

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Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

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Q: An unequal angle section 200 mm x 150 mm x 15 mm is to be used in a truss as a strut of length 4.5…

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Q: 1- Draw the location of the reinforcement steel, strain, and the stress diagrams for the following…

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Q: A builtup steel beam comprise of two flange plates 250 mm wide × 10 mm thick and web plate 330 mm…

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Q: inforced concrete beam has a width of 300 mm and an effective depth of 618 mm. Compressive…

A: b = 300 mm d = 618 mm d'=60 mm fc = 28 MPa fy = 415 MPa ϕ=0.9

Q: SITUATION. A beam width b = 300 mm and depth d = 600 mm is to be prestressed. Find the eccentricity…

A: b= 300mm, d= 600mm

Q: Two wooden members, each having a width of b = 2.1 in. and a depth of d = 0.7 in., are joined by a…

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Q: 10 mm 10 mm | | | |- | 50 mm 50 mm 10 mm الے 20 kN B 150 mm 910 mm 10 kN C 150 mm D Two vertical…

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Q: 2. The lap joint that is 130 mm wide and 25 mm thick is connected by three 20-mm-diameter rivets.…

A: Given, d=20 mm Number of rivet n=3 Allowable shear stress = 65 MPa Bearing stress =45 MPa Maximum…

Q: 1. The web has a width of 350 mm and the slab thickness and spaced at 6.5 feet center to center of…

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Q: A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers.  The…

A: Bending Moment : Bending moment is a reaction caused on an element or component due to applied…

Q: tensile-reinforced d=500mm to the center of the bars, which are placed all in one row. If f,=42QMPA…

A: Given, b=300 mm d=500 mm Yield stress of steel fy=420 MPa Characteristic strength of concretefck=35…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b=…

A: Given: a = 2.8in, b = 4.7in, d = 14.1in, t= 0.5in, V = 42 Kips

Q: 1. From the given truss below, answer the following: 9 m G 4 m 135 kN 135 kN B 4 m C4m E Compute the…

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Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11. and the maximum…

A: L=3mSuperimposed DL=4.76 kPaLL =1.9 kPaSelf weigth=3.45 kPathickness=150 mmAssume,fc'=21 MPafy=345…

Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm.…

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Q: A T-beam with the cross-section shown above is subject to the loads shown. a) Determine the second…

A: Given:- To find:- Second moment of area SFD and BMD Normal stresses at A, B and C Concept:-…

Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm.…

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Q: Determine the force in each member of the truss shown. Indicate whether the members are in tension…

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Q: 30KN A 60kN B 60KN C H 12.0 m 60kN DE G 30kN M tot 3.0 m

A: Method of section:- This method can be used to calculate the specific force in member of a truss.…

Q: Determine the value of the stress in prestressed reinforcement at nominal strength. . Determine the…

A: 1.35

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

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Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. A 0.5 in…

A: Determine the maximum tensile and compressive stress in the section BC.

Q: Problemt The detail of a truss at the support is glued as shown. Given: shearing stress = 800 kN/m?…

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Q: Determine the stresses in each member of the truss shown using method of joints. 40 kN C 10 kN -1.25…

A: Objective: To determine the internal forces in each member of the truss using the method of  joints.…

Q: 9. The rigid bar ABC is supported by a pin at A L=4 ft and a steel rod at B. A = 0.5 in.2 E= 29 x106…

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Q: The forms are held in place with the ties between vertical braces spaced every 60cm. The height…

A: bArea of face =0.6m×28mCentroidal distanceh =h2=282=14mso,Force on bottom tie is…

Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11. and the maximum…

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Q: A simple concrete beam (300 mm x 500 mm) is subjected to a uniform loading of 10 kN/m throughout its…

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Q: 20 kN/m 20 kN 20 kN z (m) a 3 10

A: Given data Allowable stress = 300mPa b = 4a Free body diagram of given beam,

Q: For a 100 mm size square section under bending, if the maximum compressive stress is 60 MPa, then…

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Q: The diameter of a concrete flag past varies from 240 mm at base to 120 mm at top as shown. The…

A: Given data:Height of the post = 10 mHorizontal force= 600 N

Q: Design the slab reinforcement if the maximum positive moment is Mup= wul2/11 and the maximum…

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Q: The beam shown below has a cross section of channel shape with width b-400 mm and height h=80 mm,…

A: Given data:

Q: A reinforced beam has a: width = 500 mm effective depth = 600 mm n = 9 If the maximum stress of…

A: Given : Width =500mm, effective depth =600mm n=9 Maximum stress in concrete is 5MPa Moment = 80KN-m