The allowable shear stress is τallow=895 psi�allow=895 psi. The supports at A� and B� are smooth Problem 7.22The allowable shear stress is Tallow = 895 psi. The supports at A and B are smooth.Part ADetermine the largest intensity w of the distributed load that the member can support.Express your answer to three significant figures.V—| ΑΣΦ| 11 | vec 1Wmax =SubmitProvide FeedbackRequest AnswerThe 2 in. I im.C?kip/ft<4 of 9>ReviewNext >

Allowable shear stress - 895 psiTo determine - Largest load intensity

Answered: The allowable shear stress is…

Engineering

Civil Engineering

The allowable shear stress is τallow=895 psi�allow=895 psi. The supports at A� and B� are smooth

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: A pilot flies an airplane at a constant speed of 790 km/h in the vertical circle of radius 1220 m.…

A: Speed of airplane = 790 km/hRadius of circle = 1220 mWeight of the pilot = 96 kgIt is asked to…

Q: 6-05kN 6.VY KN 3.55m 3.XY m 6 kN E 3.YZ m 3.55m B 3.VY m 3.05m 8.ZY KN 8.55kN

Q: Situation 17: A 572 Grade 65 steel with Fy = 448 MPa is used as a simple beam to carry a…

A: A572 grade of steel:fy = 448 MPaSpan = 6 mBeam section: W 12 X 14w = 204.64 N/mAg = 2658 mm2d =…

Q: A beam is to be made of steel that has an allowable bending stress of Oallow = 115 MPa and an…

A: Allowable bending stress= σallow=115mpaTallow = 80mpaFree body diagram of the beam:-

Q: A solid conical bar of circular cross-section is suspended vertically as shown in the figure. The…

Q: A vertical cut is to be made in saturated clay with c=15 kN/m², p=0°, and y= 20 kN/m³. What is the…

Q: Is it vital to practice risk management while managing construction or information technology…

A: Risk management is the method of limiting or managing risk. It is a crucial aspect of…

Q: calculate the maximum tension of the cable and state the corresponding cable section. kindly show…

Q: draw shear and moment diagram

A: Drawing of shear force Diagram and bending moment diagram #####

Q: It is known that the y-component of the force F exerted on pin P is 31 lb when 0 = 40° and B = 10°.…

A: y-component of the force F = 31 lbθ = 40 β = 10

Q: The maximum diameter that a capillary tube can have to ensure that a capillary rise of at least 6 mm…

A: Given:capillary rise , r=6 mmsurface tension, S= 0.08 N/mdensity of liquid, d = 900 kg/m3…

Q: Determine all of the REACTIONS, fixed-end moment , Relative Stiffness Factor, Distribution Factor,…

Q: Consider the shear and moment diagram of a cantilvered beam. Determine the magnitude of the…

Q: . A certain liquid has a specific weight of 8000 N/m³. Compute its specific volume.

A: 3

Q: Determine the bending moment at point C of the beam shown. 0.5 kN/m A 3 m C 6 m 1.5 kN/m B

Q: 3 m Reactions @A Ic Ax = A₁ = MA = Internal Loads @C V = M= N = 3 m ts) s) 8 kN/m 3 m Force lagram…

Q: For the beam below, determine the maximum positive shear at point C due to a concentrated live load…

A: IntroductionAn influence line diagram is a diagram that is used in structural engineering to show…

Q: An oil of viscosity 9 poise is flowing through a horizontal pipe of 60 mm diameter. If the flow is…

A: Viscosity = 9 poisepipe diameter = 60 mmPressure drop in 100m length = 1800 kN/m2To Find :The…

Q: *9-64. Locate the centroid (x, y) of the shaded area. 3 in. 1 in. -3 in.- y 3 in. Prob. 9-64 ·X

A: A irregular figure is given, we need to find out centroid of that figure

Q: (b) Design the Beam B-B for the maximum sagging section only. Your design should consider the…

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy=472 MpaTo design1) Loads2) Design…

Q: Shrinkage Ratio and specific gravity of soil is 1.66 and 2.66 respectively find out the shrinkage…

Q: Determine the moment (in lb-ft) at a point x = 3.16 feet from th 900 lb A x 400 lb/ft 6 ft 3 ft

Q: An open tank 1.7 m x 1.7 m and 1.30 m deep contains water at a depth of 0.90 m. The weight of the…

Q: The Young’s modulus of the concrete of the piles is 75.8 GPa and the concrete unit weight is 25…

A: E (Young's modulus of the concrete of the piles) = 75.8 GPaConcrete unit weight = 25 kN/m³Pile…

Q: STATICALLY INDETERMINATE SOLVE FOR REACTIONS EI is constant. 3 kip/ft 12' ∙B BEAM USING 3 MOMENT EQ.…

A: NOTE : Since you have asked for multiple methods, we will solve the first method for you. If you…

Q: Determine the (a) density, (b) specific gravity, and (c) mass of the air in a room whose dimensions…

A: Pressure (p ) = 100 kPa Temperature = 25 °C Room dimensions are 4m ×5m × 6m a. Density= ? b.specific…

Q: Calculate the intensity of stress below the centre of footing at depth of 8m due to load of 2000…

A: Given data : Load intensity on footing = 2000 KN/m2Footing area = 5m × 5mCalculation intensity of…

Q: DRAW THE THREE PROJECTIONS OR VIEW. DO IT WITH COLOURS.

A: TO DRAW THE THREE PROJECTIONS WITH COLOURS.

Q: For one of the diagonal members of your chosen bracing system propose a suitable section shape and…

A: To propose a suitable section shape for one of the diagonal members of the bracing system, I will…

Q: Explain briefly how you would determine if the flow in a pipe was certain to be laminar

A: Laminar flow:It is assumed that each liquid layer passes the adjacent layer without excessively…

Q: The beam is carrying a cable load on its first span and a 4mx3mx2m solid load as shown. If the solid…

A: Load dimensions- To determine - Reactions and moment

Q: draw shear and moment diagram

A: Draw the shear force and moment diagram of the frame.

Q: The sewage flow and recirculated flow of a trickling filter is 4 MLD and 6 MLD, then recirculation…

Q: Design the shear reinforcement for the section. Assume #3 stirrups are used. Assume the spacing used…

A: Distributed dead load = 2.50 kips/ftDistributed live load = 2 kips/ftPoint load = 12 kipSpan of the…

Q: a. the cladding resists all of the wind load. b. the backup resists all of the wind load. c. the…

A: Ideal pressure-equalized drainage walls prevent water infiltration and improve the overall…

Q: Given the sketch of half of a symmetrical Flow Net shown in Figure H8-4, compute the total head,…

A: Upstream headDownstream headHead loss, Symmetrical flow net.To find: The total head, pressure head,…

Q: For the beam below, determine the maximum negative shear at point D due to a concentrated live load…

A: The below beam is shown,Concentrated live load is 30 kUniformly distributed live load is 3…

Q: For the cantilever beam below, determine the maximum counterclockwise reaction moment at support A…

A: Given data in question Span 15 mLive load 100 kNUDL 50kN/mDead load20 kN/mTo find out Reaction…

Q: i) Based on the unit hydrograph in Table Q4b, construct its S-Curve and develop a 1-hour Unit…

Q: Draw the shear and moment diagrams for the beam subjected to the concentrated loads. After you have…

Q: Q1/ from figure below, Draw the free body diagram and determine the horizontal and vertical…

A: Given data in question Load 40,40,30 and 50 kNSpanTrussTo find out FBDForces in AB, AI ,FE & FG

Q: For the column shown below, create an interaction diagram on Excel for bending about the strong axis…

Q: The column shown in the figure is subjected to shear force Vu parallel to the 550 mm side. Allowable…

Q: Consider a simply supported beam with a span length of 8 meters. It is loaded arbitrarily such that…

Q: Given a beam, b = 300mm, d = 390mm, fc' = 27.6MPa, 275MPa, As = 1395mm², 6. Determine the depth of…

Q: Problem 1: Calculate the allowable design axial load that the column of cross section shown can…

Q: The Manning equation for a rectangular open channel can be expressed as follow, √S (BH) 5/3 n (B +…

Q: Problem 2 Virtual Work - Trusses For the truss snown, use the virtual work method to determine the…

Q: 2. A steel rod is being sandwiched by an Aluminum at the left and a Bronze at the right. With the be…

Q: Determine the maximum deflection (mm) at span AB of the given beam. E = 200 GPa and I = 10(106) mm4.…

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

The allowable shear stress is τallow=895 psi�allow=895 psi. The supports at A� and B� are smooth

Problem 7.22
The allowable shear stress is Tallow = 895 psi. The supports at A and B are smooth.
Part A
Determine the largest intensity w of the distributed load that the member can support.
Express your answer to three significant figures.
V—| ΑΣΦ| 11 | vec 1
Wmax =
Submit
Provide Feedback
Request Answer
The 2 in. I im.
C
?
kip/ft
<
4 of 9
>
Review
Next >

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: Given variable parameter

VIEW

Step 2: Calculation of reactions of the beam

VIEW

Step 3: Calculation of shear force of the beam

VIEW

Step 4: Calculation of moment of inertia

VIEW

Step 5: Calculation of maximum shear stress

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 24 images

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

8:13 PM Tue 2 Mar •?n 32% A docs.google.com Q2 Q2: A cantilever beam AB, loaded by a uniform load and a concentrated load, is constructed of a channel section. Find the maximum tensile stress g and maximum compressive stress gc. 15 N 20 N/m 40 mm 40 mm E 225 mm-- 200 mm mm 2.5m 0.5 m Option 1 Send me a copy of my responses.
Wed 20 Apr 45% Stresses in Beams part 5 thi qar (5 of 6) Second Class Lecturer: Dr. Ali Al Asadi Example 3: The beam shown below has a cross section of channel shape with width b=300 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. 300mm 3.2 KN / m 80 mm -12 mm 3 m 1.5 m 14.4 KN EM, =0 B,x3-14.4x2.25=0 B=10.8 KN B F = 0 A A,+10.8-14.4=0
10 mm | | | | 10 mm 50 mm ارت - 50 mm 10 mm 20 kN B 150 mm 910 mm 10 kN D ------- 150 mm Two vertical forces are applied to a am of the cross section sh vn. Determine the maximum tensile and compressive stresses in portion BC of the beam.Show your complete solution and box your answer.
ure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answer
Determine the force in member ( EB )of the roof truss shown in fig 3000 loo0 N lo00N f. wode 30 oa bsw m A 2 m 2m 2m 2m Obuing
figure A 2m """" B 2 m C ** 2 m E 4 m D 700 N 500 N 2 of 2 > ▼ Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. EF FG ODF П П П □ DE AB ВС BC AG CG CD BG CF Submit Provide Feedback Request Answer
1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfone
ZAO O "l zain IQ docs.google.com/forms O 0/10 find the tensile stress in upper plate in section 1-1 5 1 4 80 kN 80 kN Q B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 30 MРа 33 МРа 35 MPа 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 +
Please write the complete solutions and Legibly. Rate will be given! Do not just copy asnwers in CHEGG! Thank you :) A singly reinforced rectangular beam 270 mm x 430 is reinforced with 4-16-mm-dia. rebars with yield strength 420 MPa. If bar centroid is located 70 mm from the bottom edge of the beam and f'c = 21 MPa, calculate the design moment strength in kN-m. Write your answer with 2 decimal places only.
Plz,solve this problem one by one using Flexibility Method and show all the steps also draw SFD and BMD. Structural Analysis-2
1. [-/5 Points] DETAILS GGMECHMAT9SI 5.8.004. MY NOTES ASK YOUR TEACHER PRACTICE ANOTHER A simply supported wood beam with overhang is subjected to uniformly distributed load q. [11 1m- 250 mm Ⓡ ¹200 mm' The beam has a rectangular cross section with width b = 200 mm and height h = 250 mm. Determine the maximum permissible value q if the allowable bending stress is all = 11.6 MPa, and the allowable shear stress is Tall = 1.85 MPa. (Enter the magnitude in kN/m.)
STRENGTH OF MATERIALS (Please write the complete solutions, FBD and answer in 4 decimal place. Rate/thumbs up will be given. A flat steel bar 6 in wide by 1.5 in thick has axial loads applied with 1.250-in diameter pins in double shear at points A, B, C and D as shown in Figure 1. Determine (a) the axial stress in the bar on a cross section 20" to the left of C (b) the average bearing stress on the bar at pin B (c) the cross shearing on the pin at A. 30" 45" 40" 81 Kips- Bo Do -45 Kips 54 Kips 18 Kips