4) Compute the shear force (VRDC) for the beam. Check if beam needs shear rebar.GivenCrossShear force obtained in critical section, VED-35 kNAssume 1.5 for K valueRebar: 4012 in tensionMaterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel)Effective height, d=560 mmMaterial reduction factors: 1.5 for concrete, 1.15 for steelsection dimension: b-300 mm, h=600 mmsection 000Twitte

Given:- b=300mm h=600mm VED=35kN K=1.5 d=560mm To find:- shear force

en n oss section dimension: b=300 mm, h=600 mm ear force obtained in critical section, VED=35 KN sume 1.5 for K value bar: 4012 in tension aterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel) Fective height, d=560 mm

en n oss section dimension: b=300 mm, h=600 mm ear force obtained in critical section, VED=35 KN sume 1.5 for K value bar: 4012 in tension aterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel) Fective height, d=560 mm

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: Qus - A masonry dam is founded on pervious sand. A factor of safety of 4 is required against…

A: FOS = 4 n = 45 % G = 2.65 This is a problem of Soil Engineering where we have to determine the max.…

Q: A portion of a four-lane multilane highway with a full median carries 2,600 vehicles per hour during…

A: To convert the peak hour demand volume to an equivalent flow rate

Q: Three concrete pipes are connected in series as shown. If the rate of flow in the pipe is 0.53 m3/s.…

Q: Given the following elements of a circular curve: middle ordinate = 2 m; length of long chord = 70…

A: Middle ordinate = 2m Length of long chord = 70 m Degree of curve = ?

Q: | 5% in = 12 ft 8 in 5 in (a) 4-PL3/8 X 5 Fy-36 ksi

A: Given data: Section- PL38x5 Effective length, Le=12 ft 8 in The design strength can be calculated…

Q: Problem-2 beam shown here: w=300 lb/ft Draw the shear and bending moment diagrams of the 15' B 1500…

A: A beam is given with a fixed end at A, and hinged support at C. The beam also contains an internal…

Q: The simple span carries concentrated loads P and Q. RA 2 m PĮ 1 m B 1.5 m C RB If P = 8 kN, what…

Q: 1. A 5-m beam simply supported at the ends carries a concentrated load of 90 kN at midspan. Select…

A: Length of beam = 5 m Concentrated load at mid span = 90 kN Allowable stress = 50 MPa Lightest 'S'…

Q: Qus - A masonry dam is founded on pervious sand. A factor of safety of 4 is required against…

Q: The 1200 kg car is being lowered slowly unto the dock using the hoist A and winch C. 2 m B 6 m 5 m 3…

Q: Prepare a Grade Sheet for top-of-curb cut and fill only using the following information. Centreline…

A: Road width-12m curb face-16 cmGradient to bottom of curb-2.2%Centereline elevation- 107.560 m

Q: Discussion about carbon nanofiber in water treatment

A: Carbon nanofibers have gained significant attention in the field of water treatment due to their…

Q: shearing stress in the pin at B and the axi t C are limited to 4040 psi and 5050 psi, r

A: The mechanics deals with the application of forces and reaction forces that are developed in the…

Q: What is the deflection (mm) of the spring? (ONE DECIMAL PLACE ONLY)

A: THE deflection of Spring In mm##### Using Force method of Analysis- Castigliano's theorem ###

Q: Figure Q2 shows a 2-dimensional truss. The area of each member is equal to A. The modulus of…

A: Find: (a) Degree of freedom (b) Transformation matrix (c) Global stiffness matrix

Q: A horizontal water pipe is reduced in size from 18 in. in diameter at point A to 6 in. in diameter…

Q: The drag force of a new sports car is to be predicted at a speed of 60 mi/h at an air temperature of…

A: V = 60 mph T = 25oC

Q: Station Cut End Area (ft²) 10+00 238 11+00 353 12+00 450 13+00 408 14+00 265 15+00 104 Part A For…

Q: }}} solve by method slope deflection my L1 W L2 L3 determine a general eguation in beam MA, MB, MC,…

A: Using the slope deflection method: Fixed end moments: Span AB: MFAB=-wl212=-WL1212MFBA=wl212=WL1212…

Q: angle of 30 degrees. The distance of this intersection from the PI of the curve is 150 meters. The…

Q: 1. A soil sample weighs 14.46 N and has a volume of 0.000991 m³. The specific gravity is 2.65. The…

Q: Homework #8 60 #/' 12' fb = My/l = M/S fv=VQ/lb (general formula) A 2x8 joist (b=1.5"; h=7.25") is…

A: Magnitude of UDL =W=60lb/ft Length of beam=12ft

Q: 1. A 5-m beam simply supported at the ends carries a concentrated load of 90 kN at midspan. Select…

A: Length of beam, L=5 m Concentrated load, W=90 KN Allowable stress, σallo=50 MPa=50 N/mm2

Q: H = μA In the figure, he, hr, z and the measured slope length I were 5.64 ft, 5.42 ft, 96° 18'56",…

A: Reference : Survey Engineering, Distance measured by Total station Refer above figure ; (mentioned…

Q: Situation 35 Determine the maximum value of load P if the thickness of the steel section provided is…

A: Thickness of the steel section t=10 mm, Maximum axial deflection δmax=5 mm.

Q: ou are the project manager in charge of the construction of a new school building. Give one possible…

A: A project manager serves as the point of communication between the project group, the board,…

Q: Example 9.13 Solution: Find slope at A and deflection at E just below the load. Use area moment RA…

A: Simply supported beam of span L with point load P acting at distance 2L3 from left support

Q: What is the efficiency of joint when strength of bolt per pitch length is 60 KN and strength of…

A: Strength of bolt per pitch length is 60 kN, Strength of plate per pitch length is 150 kN.

Q: You are an engineer working on a project and your prototype has failed prematurely. You question…

A: Given data Do=0.501 in lo=2 in

Q: SITUATION The homogeneous bar ABCD shown is supported by a cable that. runs from A to B around the…

Q: It is required to determine the earthwork volume on a portion of road construction grading work…

Q: Given the following elements of a circular curve: middle ordinate = 2 m; length of long chord = 70…

A: Middle ordinate = 2m Length of long chord = 70 m Degree of curve = ?

Q: For the state of stress shown in the below figure, normal stress acting on the plane of maximum…

A: The state of stress- σx=100 MPaσy=-50 MPa

Q: A 20 m long steel rod is at a temperature of 20°C. The rod is heated so that temperature rises by…

A: Length of steel rod = 20 m at temperature = 20oC Final temperature rises by 50oC Extension upto 14…

Q: 5. The permeability of 160-acre formation drained by a single well is 15 mD. The well is heavily…

Q: In the picture is a distribution graph of the sphericity of a sample of aggregate materials. The…

A: In the picture is a distribution graph of the sphericity of a sample of aggregate materials. The…

Q: You are designing an air delivery system to supply air from a receiver operated at 100 psig (690…

A: Design pressure = 100 psig (690 kPa) Head = 1600 ft (488 m) of pipe Compressed air required = 100…

Q: Given: A beam spans 38 feet and has the factored moment diagram shown to the right (beam weight…

A: We are given unbraced length of 38 ft and Maximum Moment on beam = 1200 kip-ft Enter chart 3-10 in…

Q: Draw a Fault Tree for the Sayano-Shushenskaya Disaster. ( safety for engineers ) can you tell me…

A: It is asked about the Sayano - Shushenskaya Disaster and the causes for the disaster. Also draw the…

Q: A piece of rubber as shown in figure is subjected to the displacements of 2 mm and 3 mm at corner B…

A: A piece of rubber subjected to displacements as shown- To Find- The average shear strain at corner…

Q: Design the reinforced concrete wall shown if fe= 4000psi and fy = 60,000 psi (use ACI -318 code) Vu-…

A: Height of wall, H=hw=12 ft=144 in Length of wall, L=lw=12 ft= 144 in Concrete strength, f'c=4000…

Q: Problem: Consider the following effects as indicative of complete saturation of a soil sample: 1.…

A: Option A is correct

Q: Given EI = 29x10^9 kN.mm^2, determine the following: 3 m 69 KN 30 kN/m 3 m 6 m 90 kN/m k = 10 kN/mm…

Q: Question 2: For the Aluminium shaft shown in Figure 2 with "Shear Modulus (G) = 27 GPa", determine…

Q: In fine sand aquifer region, design a well to get 10 l/sec yield under the depression head of с CR A…

Q: Q2: Draw the construction details of a cantilever beam supported by one column to Scale 1:20 if: 1-…

A: 1- Clear span = 3 m. 2- Supporting columns dimensions are 40x50cm 3- Beam width = 40cm 4- Beam…

Q: Carry out CPM calculations for the given A-o-A network below to find project duration (days) and the…

A: This question is related to the CPM & PERT from Civil Engineering. In this question ask about…

Q: a new cast iron pipe must carry 1.2m^3/s at a head loss of 5m per km length of pipe.Compute the…

Q: Required information A garden hose attached with a nozzle is used to fill a 20-gal bucket. The inner…

A: The volume needed to fill a bucket = 20-gal The inner diameter of the hose = 1 in The reduced…

Q: A hollow shaft is 1 m long and has external diameter 50 mm. It has 20 mm internal diameter for a…

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

4) Compute the shear force (VRDC) for the beam. Check if beam needs shear rebar.
Given
Cross
Shear force obtained in critical section, VED-35 kN
Assume 1.5 for K value
Rebar: 4012 in tension
Material properties: fck-25 MPa (concrete). fyk-420 MPa (steel)
Effective height, d=560 mm
Material reduction factors: 1.5 for concrete, 1.15 for steel
section dimension: b-300 mm, h=600 mm
section 000
Twitte

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: Solution:-

Step 2: Solution:-

Step 3: Solution:-

Solution

Step by step

Solved in 4 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

ASAP DONT REJECT ME, I'LL GIVE UPVOTE THANK YOUU Solve the basic development lengths in tension for the following deformed bars embedded in normal-weight concrete. State if you have assumptions. (a) 12mm bar dia; 32 mm bar dia. fy = 41.4 MPa fy = 413.7 MPa (b) 44mm bar dia; 57 mm bar dia. f c = 28 MPa fy = 552 MPa
*4-36. The composite bar consists of a 20-mm-diameter A-36 steel segment AB and 50-mm-diameter red brass C83400 end segments DA and CB. Determine the average normal stress in each segment due to the applied load. Esteel l = 200 x10 Pa. EBrass = 101 K109h. |-250 mm-- 500 mm -250 mm- 50 mm 20 mm 75 kN 100 kN D A 75 kN 100 kN В C
The working load P on the propped cantilever shown are each 150 kN. If the yield stress of mild steel is 300 MPa, determine the plastic section modulus in cubic millimeters, using a load factor of 1.75 against collapse. (express your response this way, x,xxX,XXX.X). Pu Pu 1.1 2m B A 2m 2m
The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec =23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f' = 25MPa 800 IDE 730 N12 ligs (fsv.f-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Calculate the combination load for the reinforcement concrete beam shown in Figure 3. Unit: KN/m with two decimal. 1.2G+1.5Q=w
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
GIVEN: Solid alumınum bar shown: 4 in. by4 in. E = 10 x 10° psi oy = 36 ksi 4000 2000 1b 4000 16 B 12' REQ’D: A) Load in each section of the bar (state whether C or T) PAB = Pac PCD = B) Maximum axial stress in the bar. In which section does this occur? C) Final length of the bar
The T-beam shown in figure resulted from monolithic construction of the beam and slab. The effective flange width is 1100 mm and the uniform slab thickness is 120mm. Width of beam is 340 mm, total depth of the T-section is 590 mm. The centroid of steel is 70 mm from extreme concrete fiber. Concrete strength f’c= 21 MPa amd steel strength fy= 415 MPa. 1 Calculate the nominal strength of the beam for positive moment neglecting the contribution of the top reinforcement, KN-m A 428.55 B 503.20 C 355.96 D 637.52 2 Calculate the nominal strength of the beam for negative moment, KN-m A 289.88 B 275.53 C 311.67 D 325.48
2. From the figure shown, fc' = 20 MPa, fs = 140 MPa, and n = 12. Determine the moment capacity of concrete and steel (Cracked Analysis Only) 750mm IDOM 40bmm 2-32 mm (Gomm Ssomm 2uo mm
A beam carrying an allowable actual moment of -38 KN- m is reinforced as shown. If the the concrete is normal weight and f'c = 25MPa and fy = 420MPa. Determine the following: a. The cracking moment of the beam. b. The transformed moment of Inertia. c. The actual tension steel stress. d. Check the stress if it is correct by force checks. mm www.009 4-020 О 140 mm 300 mm 170 mm * 170 mm: ww.08 ✓ 60 mm
A rectangular beam has the dimensions (see Figure) b = 12 in, h= 20 in, and d= 17 in. and is reinforced with three No. 9 (No. 29) bars so that As - 3.00 in?. The concrete compressive strength fe is 4000 psi, and the tensile strength in bending (modulus of rupture) is 475 psi. The yield point of the steel f, is 60,000 psi. Determine the stress in the steel caused by a bending moment M = 10 ft-kips. 9 - 6.78 in, I- 4067 in, Es = 29000000, E - 3600000 L17 in. 20 in. 3 #9 bars (A, - 3.00 in.) 3 in. -12 in.- Select one: a. 2525 psi b. 2412 psi C. 2615 psi d. 2817 psi
The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec =23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 730 N12 ligs (fx.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Use the Transformed section approach considering the presence of steel. Calculate the concrete area and transformed steel area in both tension and compression shown in Figure 3. n=Es/Ec Ast=1232mm^2 Use n-1 for the transformed area to do the calculate. Unit: mm^2 with two decimal
A reinforced concrete T – beam is to be designed for tension reinforcement only. The beam width is 250 mm and the effective depth is 400 mm. The flange thickness is 100 mm and its effective flange width is 900 mm. The applied moment is 300 kN–m. What is the area of tension reinforcement required? use: fc’ = 20.7 MPa and Fy = 414 MPa. * a. 3 983 mm² b. 5 105 mm² c. 2 166 mm² d. 4 094 mm²