For the given reinforced concrete beam loaded as shown below. It is required to design the stirrups using 10mm diameter bars. Given are the following: 1. fc 20.7 MPa Wu = 80 KN/m 2. fy = 276 MPa 3. b 300 mm 4. d= 480 mm L=8m

For the given reinforced concrete beam loaded as shown below. It is required to design the stirrups using 10mm diameter bars. Given are the following: 1. fc 20.7 MPa Wu = 80 KN/m 2. fy = 276 MPa 3. b 300 mm 4. d= 480 mm L=8m

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: Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both…

A: Consider the given data. The column is fixed at both ends, KL=0.5×10000=5000 mm

Q: A simply supported beam shown below is HEA 400 of 5355 steel. It is laterally supported at points…

A: Since the beam is symmetrically loaded we get Maximum Bending Moment at the Midspan.Maximum bending…

Q: Please show the equations step by step to get the result The beam AEFGB is subjected to the…

Q: A 1016 mm P 25 mm 330 mm 25 mm 254 mm A 12.5 mm

A: Lets Draw SFD and BMD in terms of P value M=-P×1.016 kNmV=P kN

Q: Q: Verify that the steel seetion W12 x 106 can be used for the cantilever beam shown in the Figure.…

A: The deflection in the beam is a horizontal member of the building or structure which goes under…

Q: Instruction: Solve the following problems. Show your brief solution. Kindly box your final answer.…

Q: Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live…

A: Solution: Given: S 275 steel HE 450 B section length = 9 m braced at midspan both ends pinned, K = 1…

Q: For the inverse T-section beam that loaded as shown in figure, find the maximum tensile and…

A: A double overhanging beam is given we need to find out maximum tensile and compressive bending…

Q: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

Q: 6. For the beam and loading shown, calculate (a) the equation of the elastic curve for portion BC of…

Q: 3.4 Check the threshold validity below according to the bending requirement if 35MPa=m, f = 300 MPa.…

A: Dead load, DL = 5 kN/mLive Load, LL = 10 kN/mPL = 20 kNSpan, L = 4 mfc = 35 MPafy = 300 MPa3-25 mm…

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

Q: 2. Design the compression member in Problem 1 using W14 and A-50 steel. Use ASD with PDL= 990 KN AND…

A: Given, W14 section PDL = 990 kN PLL = 680 kN

Q: Wu-100 kN/m 6 m 4 m D A Question 6 (PROBLEM 2) A three-member frame ABCD is loaded with ultimate…

Q: For the beam shown below: a) Calculate the elastic curve equation Ely Mo A = R³L 6 Mox³L + cx + C₂…

Q: A column 3 m long and pinned at both ends is carries an axial load of 190 kN. The column is made up…

Q: The beam shown has an overall length of L = 5 m and is subjected to the load shown where w = 9 kN/m.…

A: 5By = 37.5 + 28.125 By = 13.125 kN

Q: For the given properties of beam below. Compute the flexural capacity of the bea b = 380mm d = 430mm…

A: Based on given data:

Q: A built up steel column has section shown in figure which is used to support a square (16 ft)…

A: Slab 16ft X 16 ft X 8 inLive Load, WL = 100 psfDead Load, WD = 40 psfEffective length, KL = 6…

Q: Deflection Given: the beam cross-section shown have the following cross-sectional properties f'c…

A: Gross moment of inertia(Ig)Critical internal moment(Mcr)Maximum service load(Ma)Critical moment of…

Q: Q2. Design the required tensile and compression rebars for the cross section shown below. Mu= 288…

A: for given cross section given b=250mm D=500mm MU=288KN-M FC=20 MPA FY=300MPA

Q: g flange side. The two sides of column are . And there is a supporting point at the e of column in…

Q: Select an A992 W shape for beam AB of the floor system shown in Figure. In addition to the weight…

A: Consider the given floor slab. The dead load on the beam comprises the slab weight and beam weight.…

Q: The beam shown has an overall length of L = 5 m and is subjected to the load shown where w = 3 kN/m.…

A: Given : L = 5m w = 3 kN/m Allowable max. shear stress = 13 MPa

Q: Solve for the required compression steel area, A's in mm² at midspan of the rectangular beam in the…

Q: -L/2- -L/2- B WO Identify the equation of the elastic curve for the cantilever beam AB.

A: A cantilever beam is given of span L and free at left end and fixed at right end.To determine the…

Q: The T-beam has an effective flange width of 826 mm and the thickness is 117 mm. If the area of the…

A: Given data: Effective flange width beff = 826 mm Thickness of flange d = 117 mm Area of compression…

Q: Determine the design strength of a T-Beam with the following data: bf = 700 mm bw = 300 mm he = 100…

Q: Find the member forces required.

A: Analysis of truss can be carried out by: method of joints method of sections. Method of joints is…

Q: Design the beam shown below according to the ACI 318 requirements. The beam is to have a uniform…

Q: A rectangular beam has an effective depth of 686 mm and a width of 330 mm. The following properties…

Q: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: Q2 1- Check the following weather one way or two way 2- Calculate the design ultimate load Wu on the…

A: The following figure shows the layout of slab and beams. Slab 1: LYLX=5 m3.6 m=1.389<2 Slab 1 is…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

Q: Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a…

Q: Design the section shown in the figure below, if applied moment 380 kN.m, where fc'=35 Mpa and fy=…

A: Answer We are given f'c = 35 Mpa fy = 414 Mpa Applied Moment Mu = 380 KN.m bar diameter = 25 mm…

Q: Find the value of compression Cs (in kN) if a = 163mm, d' = 70mm, fc' = 25MPa and fy = 410MPa. The…

A: Given: The value of a is 163 mm. The value of d is 70 mm. The value of f’c is 25 MPa. The value of…

Q: 1) Column AB is made of solid 410, cold worked Steel with the following specification Sy=85 KSI,…

A: For checking the type of failure, it is necessary to determine the type of column whether short or…

Q: Find the length of cantilever beam to carry the loads shown in the figure below: D.L= Self weight,…

A: Section is uncracked, To determine the length, L of the cantilever beam. Taking unit weight of…

Q: For the flat plate shown in the figure below (edge beam are not used), design the hatched frame…

A: According to the question we have to design the middle and column strips of the hatched slab in N-S…

Q: Design the traverse reinforcement of the beam shown below given the following:

A: b=305 mmd=590 mmf'c=25 Mpafy=275 MpaPDL=110 kNPLL=140 kNWDL= 30 kN/mWLL=34 kN/mTo Determine=…

Q: The beam shown in Figure must support two concentrated service live loads of 0.3R kl each at the…

Q: A rectangular post (40 mm x 80 mm) made of wood, the length of which is 5 m, supports the BC beam.…

A: Consider the given data l=6 mh=5 mF.S=1.50ζy=2…

Q: The rigid platform shown has negligible mass and rests on two steel bars, each 250 mm long. The…

Q: Q3/ A rigid beam ABCD shown in Figure with negligible weight is pinned at one end and attached to…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

For the given reinforced concrete beam loaded as shown below. It is required to design the stirrups using 10mm
diameter bars. Given are the following
1. fc 20.7 MPa
Wu = 80 KN/m
2. fy = 276 MPa
3. b = 300 mm
4. d3D480 mm
L38m

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 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

Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb - 1.14 d - 328 mm bf-310 mm tf = 25.1 mm tw = 15.5 mm kdes - 40.4 mm ry - 79.0 mm lx = 388 x 10^6 mm^4 ly - 125 x 10^6 mm^4 Sx - 2380 x 10^3 mm^3 Zx=2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 2.5m? 878 KN-m 793 KN-m 836 KN-m 811 KN m
Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L =59 ft and fixed ends, P e = ____ kips. Assume that the column is made of A441 steel with E = 29 x 10 3 ksi, and assume that the normal stress generated by P is still within the elastic range of the material. Reminder: use the minimum moment of inertial of the cross section. Please calculate your answer to 1 decimal place.
3) The simply supported beam with the cross-section as shown supports a total uniformly distributed load of 4P and 2P and concentrated load P as shown in the figure. Determine the maximum allowable value of P if the allowable flexural stresses are limited to 35 MPa in tension and 150 MPa in compression respectively. 1m P B 1m IC 4P 3m D 2P 1m DE U 175 200 (Dimensions in mm)
Determine the design strength of a T-Beam with the following data: b+= 700 mm bw = 300 mm hy = 100 mm d = 500 mm f₂ = 21 MPa fy = 414 MPa A: 5-20 mm dia.
The I-beam section shown below is simply supported over a span of 6 m, what is the service uniform live load it can carry if the total dead load including beam weight is 12 kN/m? Use d = 700mm, f = 21 MPa and fy = 420 MPa. 100 3-025 -300- 100 540 120 760
3) The simply supported beam with the cross-section as shown supports a total uniformly distributed load of 4P and 2P and concentrated load P as shown in the figure. Determine the maximum allowable value of P if the allowable flexural stresses are limited to 35 MPa in tension and 150 MPa in compression respectively. 1m P B 1m IC 4P 3m D 2P 1m DE U 175 200 (Dimensions in mm)
Asap
Rigid member BED is supported using steel rods AB, CD, and EF as shown below. E-200 GPa for steel. If a force P is applied at E, determine: a) The stress in each rod b) The length of each rod after applying the force LI (mm) LI (mm) P (kN) AAB (mm2) ACD (mm?) AEF (mm) 395 350 20 250 250 450 L1 L2 Note: BE ED P.
For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 800mm bw = 500mm tf = 90mm d = 375mm d' = 100mm fc' = 34.5MPa fy = 400MPa As = 8-32mm bars The answer is kN/m bf + A, D +bw t f Wu A को + Pu 50 5m KN (Factored) load B +im+
Please Determine the axial load strength and moment (without and with reduction factor) a square columns for the following conditions and draw their interaction diagrams (note the scale): When conditions are in balance During the tensile condition When the pressure condition Pure axial Pure moment
need asap auto like
Compute the total elongation of the tapered steel bar shown in Fig. 5 subject to an axial load P (= 80 kN). The bar is of constant thickness 12 mm and tappers from W¡ mm at left to w2 mm at the other end. Given E=200 GPa for steel. Values of w1 and w2 for different Roll numbers are stated in Table below. What axial stress exists at mid-length section? Last digit of W1 W2 Roll No. (mm) (mm) P P 1, 4, 7 2, 5, 8 40 120 50 140 12 m 3, 6, 9 & 0 60 160