1. A simply supported reinforced concrete beam of dimension 230 mm width issubjected to a service point load and UDL as shown in Fig.1. Analyse the beam forflexure at point B and shear at support A and C). Use M20 grade concrete and Fe415grade steel. Assume cover to main reinforcement is 40 mm from mid ofreinforcement to extreme fibre of tension zone. Sketch the reinforcement detailsclearly.1000 kg200 kg/m.A3m3mRR

Consider the given data Width=230 mm, M20, Fe415Cover=40 mmAssume Depth D=610=600 mmDead…

Answered: 1. A simply supported reinforced…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Using the following details, Design the shear reinforcement along the length of the beam if it is reinforced with 3-25mm diameter rebars. Sketch the stirrup pattern. Unit Weight of Concrete = 23.123 kN per cu.m. Shear Strength Reduction Factor = 0.75 Clear Cover = 40 mm Beam dimension is 300mm x 500mm Stirrups, fy = 275 MPa Main Reinforcing Steel, fy = 415 MPa Concrete, fc' = 27.5 MPa. The 3-m-span cantilever beam (the free end on the right side) carries a uniform dead load of 30 kN/m (Beam weight not included), and a varying live load of 15 kN/m that reduces to zero at the end of the beam.
Subject: Reinforced Concrete Design IS 456 A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is ______kN.
RCC.
A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 - 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is _________kN. IS 456:2000
Considering the nominal shear stress on concrete is f = 0.83 MPa. Calculate the allowable max spacing for 2-legged 10 mm stirrups? Use simplified calculation for Vc. Beam dimensions are 397 x 754 mm. Effective cover of steel reinforcement = 70 mm fy = 275 MPa Spacing should be in multiples of 10 mm. NOTE: USE STORED VALUES IN YOUR CALCULATION
a concrete floor slab 100mm thick is cast monotholic with concrete beams 2.0 m on centers. the beams have a span of 4.0m, web width of 259 mm and overall depth of 50 mm. the tensile reinforcement consists of 6-⌀20 mm bars in two rows with 25mm vertical clear spacing. use material strengths f'c=21MPa and fy=415MPa. calculate the ff considering a T-geometry: 1. effective flange width of an interior beam in mm 2. depth of uniform stress block at ultimate stage in mm to the nearest whole number 3. tensile steel strain compatible strain of 0.003
i need the answer quickly
Find the ultimate moment of resistance for the rectangular section reinforced as shown below. material strengths: Concrete Reinforcement Width of section Reinforcement fcu= 30-MPa fy:= 450-MPa b:= 280 mm d:= 510 mm d':= 50-mm 2 A, 2410-mm A's:= 628-mm 2 b A', Hi As
Question 2: Determine the required reinforcement for L section beam to resist torsion T = 10KN.m with the following dimensions; depth of slab = 100 mm, width of flange = = = 200 mm, 900 mm, width of web depth = 455 mm. Consider concrete class C30 and high yield steel S460 for main Reinforcement and S250 For stirrups. 900mm = 1120 mm² -200mm
A beam having a width of 500 mm and a total depth of 800mm is reinforced with 6-32mm dia bars Compressive strength of concrete is 28 MPa and yield strength of reinforcing bars is 420MPa. a) Maximum Steel ratiob) Tension Forcec) Compression Force

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