Problem- 2 legged 10 mm diameter vertical stirrups are provided at a spacing of 250 mm centre to create in a rectangular beam of width = 250 mm, effective width = 400 mm. If design shear strength of concrete is 0.7 MPa, total shear capacity of the section is [Take Fe415 grade steel] kN. wwww

Problem- 2 legged 10 mm diameter vertical stirrups are provided at a spacing of 250 mm centre to create in a rectangular beam of width = 250 mm, effective width = 400 mm. If design shear strength of concrete is 0.7 MPa, total shear capacity of the section is [Take Fe415 grade steel] kN. wwww

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Problem 1: For the given cantilevered beam section shown below check the4 section for shear and…

A: DL = 2 k/ftLL = 3 k/fthf = 5 inbw = 12 incover = 2 inMain bar = 4-#8Stirrupps = #4fc = 4 ksify = 60…

Q: 250 mm 500 mm 350 mm For the beam cross-section given above, calculate the balanced reinforcement…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

A: Answer To calculate the design Moment capacity of doubly reinforced beam for negative bending Moment…

Q: Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the…

A: Moment of resistance = 0.87 Ast [ d-0.42 ]moment of resistance for high yield reinforcement =…

Q: a simply supported beam 300mm wide, 500mm deep and spans 5.1 m supports a service super imposed dead…

A: Self weight = 0.5*0.3*24 = 3.6KN/m So, wD = 9 + 3.6 = 12.6KN/m Wu = 1.2*wD + 1.6*wL = 1.2*…

Q: y 6-28 mm 75 mm 75 mm 350 mm

Q: A simply supported beam 300 mm wide, 500 mm deep and spans 5.3 m supports a service super imposed…

A: We have to determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP…

Q: Arectangular beam has a width of 353 mm and an effective depth of 602 mm. The specihed compressive…

A: As per IS 456 2000 S=0.87×fy×Asv×dVuss=spacing of stirrupsfy= yield strength of sttirups=319…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

Q: Determine the numbers of rebars required for a RC beam (h=400mm, b=700mm) carrying a factored moment…

A: Given Cc = 40mm db = 20mm ds = 10mm h=400mm, b=700mm Characteristic strength of concrete= 28 Mpa…

Q: Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension…

Q: dimensions b = 280 mm and h = 510 mm is reinforced with 5-20mmØ at the tension side only. Using NSCP…

A: Given:- b=280mm h=510mm 5-20mm diameter bars NSCP2015 f'c=25MPa fy=414MPa cover=c=60mm To find:-…

Q: Determine section shown in Fig. the nominal moment capacity of the Concrete strength and…

A: Given : f'c = 25 MPa and fy = 300 MPa Concrete cover = 50 mm This is a problem of RCC where we have…

Q: 3-6 A section beam is with b=400mm, b=200mm, h= 500mm and h=80mm. The concrete is of grade C30, the…

A: Given Grade of concrete is C30 Grade of steel is HRB400 Effective depth 450 mm Effective cover 50mm…

Q: Problem 2: Determine the rebar size in the following beam. The beam span is 22 ft and it is…

Q: 1. A rectangular section column b= 300 mm, h = 400 mm. The calculated length lo=3m, the design value…

Q: A 150mm thick concrete slab, with a span of m, which is continuous on one end, is reinforced with…

A: Given data: Thickness of slab=150 mm Span of the beam=3m Reinforcement =15 M bars Spacing between…

Q: Q1/The area of the reinforcement for a rectangular reinforced beam is 1991mm². The width of the…

Q: The material of the beam given bclow is C3545 - B500C and it is good quality concrete. The cODcrete…

A: c)13 beam width bw=700mmbeam thickness=350mmfy=500Mpafc=35MpaSupport moment of the…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

A: The maximum safe allowed moment that a beam can carry is determined by its moment carrying capacity.…

Q: REINFORCED CONCRETE DESIGN include free body diagram and detailed solution

Q: Refer to the figure. bw

A: (a) using 28mm diameter main reinforcement bars, determine the nominal ultimate moment capacity…

Q: 1. A simply supported reinforced concrete beam of dimension 230 mm width is subjected to a service…

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

Q: 1. A continuous reinforced concrete beam of cross section of 230 mm x 450 mm is subjected to a point…

A: INTRODUCTION- Beams are structural components that bear loads applied transversely to the beam axis,…

Q: How much concrete would you order in CY based on this element? O A. 6.67-6.77 CY O B. 6.87 - 7 CY O…

A: It is required to determine the volume of concrete in form. V=3 ft×120 ft×6 in×1 ft12 in=180 ft3…

Q: A simply supported beam (Span = 25 ) has a seetion as shown below with normal-weichs concrete…

Q: The 5-story building design project will have its beams and slab poured monolithically and formed a…

A: Solution: Given: Area of steel at tension 9-36 mm Ast = 1006 mm2 Total Ast = 9x1006=9081 mm2 Area…

Q: Design the steel reinforcement for the slab shown in the figure below, under the loading…

A: Given:- The loading on the slab is given The dead load on the slab = DL = 2 kPa = 2 kN/m2 The live…

Q: Determine the required reinforcement for T- section beam to resist torsion T = 11.75 KN.m with the…

A: Moment of resistance = 0.87 fy Ast [ d-0.42 xu] moment of resistance for high yield reinforcement =…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

Q: Question No.2 An eccentrically loaded RC column with a cross-sectional size of 15" x 15" is to be…

A: Given data:- Cross-sectional size of column, 15"×15" 60 grade steel. Fy=60 ksi=60×103 psi Factored…

Q: compressive strength of sand-lightweight concr f stirrups is 325 MPa. Determine the required s…

A: Given:- b=349mm d=594mm coompressive strengthof sand-lightweigth concrete =21MPa Yield strength…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

Q: A simply supported beam (Span = 25 ) has a seetion as shown below with normal-weichs concrete…

Q: ctangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars and…

Q: Situation. A simply supported one way RC slab has a 3 m span. It carries a serv

Q: A simply supported concrete slab given the section depth is 100mm, concrete grade is C30 and…

A: Given :- A simply supported concrete slab given the section depth is 100 mm Concrete grade = C 30…

Q: Assume straight line instead of parabola for stress-strain curve of concrete as follows and partial…

A: Given- RCC sectionwidth b=300 mmeffective depth d=500 mm3 bars of grade Fe415dia=16 mM20 concrete…

Q: The middle of the 5.6 m simple beam has a dimension of 350 mm by 600 mm. On that location, the beam…

A: Answer We are given Beam span = 5.6 m Rectangle beam 300 x 600 mm Compression reinforcement As'…

Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Problem- 2 legged 10 mm diameter vertical stirrups are provided at a spacing of 250 mm centre
to create in a rectangular beam of width = 250 mm, effective width = 400 mm. If design shear
strength of concrete is 0.7 MPa, total shear capacity of the section is
kN.
[Take Fe415 grade steel]

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is 80 mm and at the bottom is 70 mm. Use concrete strength f’c = 27 MPa and steel yield strength fy = 415 MPa for 20-mm bars and fy = 275 MPa for 16-mm bars. Determine the maximum steel ratio if the beam is singly reinforced in positive bending with the given material strengths and the tensile strain is limited to 0.004 upon crushing of concrete. Write the answer in 5 decimal places only.
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
Determine the additional longitudinal reinforcements (mm2) due to torsion of a rectangular beam with a width of 469 mm and an over-all depth of 632 mm. It is subjected to a factored torsion of 110 kN-m. The specified compressive strength of concrete is 21.70 MPa. The yield strength of tension reinforcements and stirrups are 348 MPa and 278 MPa respectively. Use 12 mm stirrups. Round off only on your final answer (3 decimal places).
a simply supported beam 300mm wide, 500mm deep and spans 5.7m supports a service super imposed dead load of 8kN/m and service live load of 7kN/m. concrete strength f'c=21MPa and steel yield strength fy=415MPa. concrete cover to bar centroid is 70mm. determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP 2015.
Principle of Reinforced Concrete Design
30" Design the reinforcement for the T-beam in the middle which carries a live load of 200 lb/ft². The length of the beam is 25 ft. In your design assume concrete with a compressive strength of 3,000 psi density 150 lb/ft³ and Grade 60 Steel. 27" 12" 10'-0" 12" 10'-0" 12"
Question Discuss the Plastic Hinge Length for this :- O simply supparted with concentrated Lead. simply supparted with uniform Load. O Simply supprted with two concentrated Load 4 Cantliver beam with cancentrated Lead at,end. Free Cantliver bea with distributed Load. you Can use wusw.concrete.org> SP_12 this salution to Find subject/Advanced Concrete Design Dear, flease help me to find solution far it question. un 部 odd case(4) Case Q) P case(3) Case (4) A case(5) distributed load (u)
5. The beam shown is reinforced for positive moment with three epoxy-coated #11 bars. The bars terminate at the center of the supports. Neglecting beam weight (concentrated loads are very heavy), determine if the required development length is satisfied. Assume As required = 4.55in², 2 in. clear cover on all sides of the longitudinal reinforcement, normal weight concrete, #3 stirrups @12 in o.c., f'c = 5000 psi and fy = 60,000 psi. 8 ft | Pu 20 ft Pu 8 ft ge2 of 56 30 in b=14in. ed 5/15/2020 As = 3-#11
i need the answer quickly
PLEASE SOLVE AND BOX ALL FINAL A LITTLE CONFUSED
Using IS 456