Calculate the values of the moment M and draw the moment diagram for the structure, with application of the classical displacement method. 4 30 kN k2 k1 30/50 4 The structure is made of concrete grade 30. Modulus of elasticity is E=31500MPA D 31 500 000 kPa. 20 kN/m' * 30/30

Calculate the values of the moment M and draw the moment diagram for the structure, with application of the classical displacement method. 4 30 kN k2 k1 30/50 4 The structure is made of concrete grade 30. Modulus of elasticity is E=31500MPA D 31 500 000 kPa. 20 kN/m' * 30/30

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A reinforced concrete T-Beam has a width of 800mm and a thickness of 50mm. It has an effective depth of 300mm and is reinforced at the bottom with a total steel area of 1800sq.mm. If the web thickness of the T-beam is 200 mm, with a concrete strength of fc = 20MPa and yield strength of steel fy= 400MPa. Assume steel yields. The ultimate capacity of the beam is kN.m A. 177kN.mB. 197kN.mC. 217kN.mD. 157kN.m
A reinforced concrete beam has a width of 400 mm and a total depth of 550 mm. The longitudinal bars at the top are 2 – 28 mm Ø and 4 - 32 mm Ø at the bottom. Concrete strength is f'. = 24 MPa and steel yield strength fy = 300 MPa. Steel cover is 70 mm. %3D Reference Code: NSCP 2015 1. Compute the transformed moment of inertia (mm^4). 2. Compute the moment capacity of the beam (kN-m). 3. Compute the safest uniformly distributed load (kN/m) that the beam can carry if the length of the beam is 8 meters.
Determine the maximum uniform distributed load wo that can be supported by the reinforced concrete beam if the allowable tensile stress for the steel is 28 ksi and the allowable compressive stress for the concrete is 3 ksi. Assume the concrete can not support a tensile stress. The elsticity modulus of the steel and concrete are 29x10' ksi and 3.6x10°, respectively. Wo 0.75-in. diameter rods 20 in. 2.5 in. 8 ft 8 ft 10 in.
AISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using Maximum Shear Stress failure theory. 50 300 40 50 25 40 Fy 35 380 Fx Fz
We have simply supported two-way slap as shown below. If the density of concrete is 2450 kg/m3, calculate the maximum bending moment in kN.m at beam A due to the un-factored self weight of the concrete slab. ... 7 m 7 m 5m Beam A
A reinforced concrete T-Beam has a width of 800mm and a thickness of 50mm. It has an effective depth of 300mm and is reinforced at the bottom with a total steel area of 1800sq.mm. If the web thickness of the T-beam is 200 mm, with a concrete strength of fc' = 20MPa and yield strength of steel fy= 400MPa. Assume steel yields. The value of compressive force of concrete is kN. A. 720kNB. 810KNC. 660kND. 940kN
QUESTION: The distributed load on the T-section beam shown below and moment affects. A is the fixed joint and B is the sliding joint. This beam is made of a ductile material with a yield stress (σak) of 1000 MPa. The thickness (depth) of the beam profile is t=6 mm. A) As a mechanical engineer, check the strength of this beam (in terms of Normal and Shear Stress) ? B) In order for the existing beam to run smoothly, two 100x25 mm plates made of the same material are planned to be welded to this beam. The mechanical engineer working in the factory told the welder to weld this piece under the beam (where the B point is). But the welder, regardless of what the mechanical engineer said, welded this plate to both sides of the existing T-section beam as shown below, thinking that it wouldn't matter anyway. As a mechanical engineer : 1) After welding these plates on both sides of the beam, as the welder did, find out whether the new beam will work smoothly or not by making the necessary…
SITUATION II: A reinforced concrete beam has a width of 400mm and an effective depth of 900mm. The longitudinal bars at compression side are 4-25mm dia. and 2 layers of 4-32mm dia. at tension side. Concrete strength fc=27.60 MPa and fy=420. 4) Calculate the Transformed moment of Inertia. 5) Calculate the moment capacity of the section. 6) Calculate for the safest uniform load that can carry by the beam if ihas a length of 10m.
Problem 4: A T section of a beam is fabricated from 2 - 12 mm x 150 mm steel plates and joined by welding as shown in Figure ST-904. It carries a live load of 6.5 kN/m extending half of its span. Neglect the weight of the beam. T 12 x 150 mm 4 m 6.5 kN/m 4 m Compute the maximum compressive stress. ( bending stress in compression) Compute the maximum tensile stress. ( bending stress in tension) Compute the maximum shear stress. Compute the shear stress between the junction of web and flange. Compute the maximum deflection. El is constant.
A simply supported concrete beam 6m long is reinforce with four-28 mm diamgram tension bars. The beam has a width of 300mm and over all depth of 400.the steel covering to the centroid of the renforcement is 70 mm fc=30mpa and fy 418mpa A .draw a stress diagram B.compute for the ultimate capacity of the beam
Calculate the nominal moment strength of a reinforced concrete beam 200mm x 480mm if at failure the concrete compression strain is 0.003 and the tensile steel strain is 0.005. The flexure bars are 20mm in diameter enclosed by 10mm stirrups. Use f'c=20 MPa and fy=420Mpa.
Calculate its nominal moment strength (M.) of the section. 18 in. 24 in. • Compressive strength of concrete f.'= 4 ksi • Yield strength of steel rebar f, = 60 ksi • Modulus of elasticity for steel E, = 29,000 ksi • Modulus of elasticity for concrete E. = 57,000, f psi • Rupture modulus of concrete f, = 7.5/f psi 2 #8 6 in. %3D 10 in. -10 in.