Answered: Estimate for the concrete, formworks,…

Estimate for the concrete, formworks, reinforcement requirement of Beam GG-36. Length of Beam 1 = 8200mm Length of Beam 2 = 8200mm Size of Column = 800mm x 800mm

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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Fill in the blanks: Determine the required tension steel area of the T beam with given properties below. Width of flange bf= 500 mm Width of web bw = 400mm Thickness of flange tf 140 mm Effective depth d = 380 mm Effective concrete covering d' = 75 mm Compressive strength of concrete fc' = 30 MPa Yield stress of steel bar fy = 300 MPa Mu = 448 kN-m As = mm2 CS Scanned with CamScanner
Sub: Advance Reinforced Concrete design. Follow the ACI 318 design code for the design. Answer the question with all details. provide the drawings with all details. Don't Copy Paste from Other Solutions please. i will Upvote You Value Óf X1= 27.65 Value Of X2= 395 1- Design the beam BC of the frame shown in Figure 1 for bending moment and shear force according to ACI 318 code requirements. The concrete cover is 30 mm. Dead load and live loads are given in Figure 1. Provide all drawings in detail. Please do check for maximum and minimum flexural requirements, maximum and minimum spacing of the shear reinforcement. f=X1 MPa, fy=X2 MPa D.L.=5 ton/m L.L.= 3 ton/m 6 m 3 m
FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242
GG-36 IGG-36 AY G00x/00 600x/00 ( COLUMN ( COLUMN COL LC L1 L2 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L2 OR 0.25 LI SPLICE ZONE FOR (GREATER GOVERNS) GIRDER TOP BARS 0.25 L1 OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 L2 (GREATER GOVERNS) SPLICE LENGTH SEE TABLE A2 SPLICE LENGTH SEE TABLE EQ. EQ. TOP BARS AT SUPPORT EQ. EQ. CONTINUOUS WEB BARS -TOP BARS AT CANTILEVER'S DISCONTINUOUS END TOP BARS AT SUPPORT TOP BARS AT MIDSPAN TOP BARS AT MIDSPAN EQ. EQ. EQ. ED NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT 2d Вотом BARS AT SUPPORT BOTTOM BARS AT MIDSPAN Воттом ВARS AT MIDSPAN 2d NO SPLICE SHALL BE ALLOWED 20 FROM THE FACE OF THE SUPPORT 0.165 L1 ВОТОМ ВARS AT CANTILEVER'S DISCONTINUOUS END ВОTTOМ BARS AT SUPPORT 50mm MAX. AT SUPPORT 0.165 L2 HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE DISCONTINUOUS FREE END CONTINUOUS END "A" OR "B" (SEE REMARKS) CONTINUOUS END "A" OR "B" (SEE REMARKS) DISCONTINUOUS END A1 Omm TYP. GG-131…
hinz 1. For the beam cross section below, determine the amount of steel As required to cause the strain in the tension steel & to be 0.005 just as the maximum strain in the concrete reaches 0.003. fc' = 3000 psi and fy = 60,000 psi. N.A. b= 10"- Cross Section d = 23" [7422 4233 134 S THE THE CALE DES 2 23-c me Like phans 0.005 PANE Strain 0.003 P HOME st 0.85f Stress 6 I.C. Nc NT * * * * * Delorme
Design the simply supported beam shown in the Figure 1 for flexure Consider the following data. Characteristic compressive strength of concrete, fck= 25 N/mm? %3D Characteristic tensile strength of steel, fyk = 500 N/mm? Effective cover to reinforcement is 30 mm Density of Block work = 20 kN/m3 Draw the cross section of the beam at the mid span Height of 200 mm thick wall above the beam is 4 m 200 mm - Imposed Load-20kN/m 600 mm - 6 m
A simply supported beam is reinforced with 4-ø28 mm at the bottom and 2-ø20 mm at the top of the beam, Concrete covering to centroid of reinforcement is 70 mm at the top and 64 mm at the bottom of the beam. The beam has a gross depth of 450 mm and gross width of 300 mm. fc'=28 MPa, fy=415 MPa. Assume bars laid out in single layer. Calculate the following if the limitin tensile steel strains is 0.004 for a ductile failure: Depth of the neutral axis from the extreme concrete compression fiber to the nearest whole number = _____________mm Design strength of the beam section to the nearest whole number =____________ kN-m Maximum service uniform live load over the entire span in addition to a DL = 20 kN/m (including the weight of the beam) if it has a span of 6 m = _____________ kN/m (to the nearest whole number)
Using the stress block, determine the ultimate moment of resistance of the section shown in Figure 2 and check whether the steei provided satisfies the bending moment due to the loads on the beam. Characteristic compressive strength of concrete, fck= 25 N/mm² Characteristic tensile strength of steel, fyk = 500 N/mm2 Clear cover to main steel as 20 mm. Ultimate Design Load =13 kN/m 2 402 mm 370 mm 2 1470 mm 9 m 230 mm Figure 2
O 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 A, 2410-mm d':= 50-mm A's:= 628-mm² b A', d'
Determine the required tension steel area of the T beam with given properties below. Width of flange bf = 500 mm Width of web bw = 340 mm Thickness of flange tf = 140 mm Effective depth d = 350mm Effective concretee covering d' = 75mm Compressive strength of concrete fc' = 34.5 MPa Yield stress of steel bar fy = 375 MPa Mu = 415 kN-m As = _________ mm2
Problem No. 3A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume Cc-50mm, stirrups-10mm, fc'-21Mpa and fy-415Mpa. Calculate the following. 17. Calculate the strain of the steel reinforcement O 0.00182 O 0.00201 O 0.00224 O 000391 O 0.00577
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.