QFor the 8.0m simply supported beam shown in figure below, calculate the immediate deflection due to live load It is given that service dead load on beam, not including own weight, 14kN/m, service live load = 10kN/m. Use fc-25 MPa and fy-420MPa. d'=58mm, = d=542mm. -400mm 2016mm -213mm 600mm 5216mm

QFor the 8.0m simply supported beam shown in figure below, calculate the immediate deflection due to live load It is given that service dead load on beam, not including own weight, 14kN/m, service live load = 10kN/m. Use fc-25 MPa and fy-420MPa. d'=58mm, = d=542mm. -400mm 2016mm -213mm 600mm 5216mm

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

Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.
Determine the required spacing of 10mm U-stirrups at the left end of the simple beam carrying a uniform dead load of 50 KN/m throughout its span and a concentrated live load of 100KN applied at midspan, L= 6m if f'c = 21 MPa, normal weight, and fy = 420 MPa. The section of the beam has the following properties; d= 635mm, bw=350mm, h=740mm. Express your answer in mm and use whole number.
Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the area of steel at te* 2350mm 3053mm 1540mm 1600mm 2210mm 1390mm
4. A rectangular reinforced concrete beam 300 x 500 mm (b x d) is provided with 4H20 bar as compression steel. Determine the area of tension steel needed for the beam to attain its full = moment capacity. Calculate the corresponding ultimate moment of resistance. Assume fck = 30 N/mm2and fyk = 500 N/mm2and d’ = 50mm.
A rectangular reinforced concrete beam 350 x 550 mm (b x d) is provided with 3H25 bar (As = 1473 mm2) as compression steel. Determine the area of tension steel needed for the beam to attain its full moment capacity. Calculate the corresponding ultimate moment of resistance. Assume fck = 35 N/mm2and fyk = 500 N/mm2and d’ = 60mm. Take until 2 decimal point for each calculation. Notes : Internal forces Fcc = 0.567fck(b x 0.8x) = 0.454 fck bx Fst = 0.87 fyk As Moment of resistance with respect to steel, M = Fcc.z Moment of resistance with respect to concrete, M = Fst.z Mbal = Kbal fck bd2 where Kbal = 0.167 As ‘ = (M-Mbal) / 0.87 fyk (d-d’) As = Mbal / 0.87 fyk zbal + As’
Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the live load (P). area of steel at te * 2350 mm 3053mm 1540 mm 1600mm 2210mm 1390mm
A 292mm x 307mm Apitong rectangular column with an effective column length of 3m has Fc = 9.56 MPa (parallel to grain), Fc = 2.20 MPa (perpendicular to grain), E = 7310 MPa. Calculate the maximum safe axial load P in KN that it could carry Express your answer in 2 decimal places.
compute the safe factored uniformly distributed deadload that will be added to the weight of the beam. the beam is simply supported with an span of 6m and carries a uniformly distributed liveload of 20kN/m. use ycon=2 4KN/m³ b=280mm d=415mm fc'=25MPa fy=420MPa As=6-20mm diameter bar the answer is_____KN/m
For the beam shown, calculate the beam deflection at A. Assume that a = 4.2 ft, b = 6.3 ft, c = 8.4 ft, w = 1500 lb/ft, P = 2600 lb, and EI = 567000 kip·in.2. Use the sign convention from the textbook throughout (rotation angles are positive counter-clockwise and deflections are positive upwards) unless otherwise stated. Consider section AB of the beam. Treat this section as a cantilever beam subjected to a distributed load. Calculate the deflection at point A. Also calculate the magnitude of the moment at B. Answer:vA1 = in.M = lb·ft
A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties:flange width, bf = 260 mmflange thickness, tf = 19.3 mmoverall depth, d = 420 mmweb thickness, tw = 11.6 mmstrong axis moment of inertia, Ix = 462.02 x 10^6 mm^4weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4Calculate the maximum bending moment for the structure.Calculate the average web shear stress in MPa.Calculate the maximum bending stress for the beam in MPa.Calculate the maximum shearing stress in the beam in MPaCalculate the maximum shear for the beam.Calculate the minimum shearing stress in the beam in MPa.
Given: * S1=S2=S3= 2.8 m * L1=L2=L3= 6.0 m * b = 300 mm * h = 400 mm * t = 100 mm * column = 0.3 m x 0.3 m * total ultimate load = 12 kN/m * f'c = 20.7 MPa * fy = 275 MPa Calculate the following: 1. Positive moment (kN-m) at the interior span bounded by FGKJ. 2. Required spacing (mm) of 10 mm dia. bars for the negative moment at the interior beam support FG (round off by 10's)? 3. Maximum spacing (mm) of 10 mm dia. at panel FGKJ as prescribed by design codes (round off by 10's)?
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm