BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress and the maximum flexural stress of the beam. The cross-section of the beam is 150 mm x 350 mm. A B 1.50 10 KN 15 KN/m 1.00 C 1.50 10 KN/m D D.Lopez 2.00 in meters Figure A: Overhanging Beam E

BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress and the maximum flexural stress of the beam. The cross-section of the beam is 150 mm x 350 mm. A B 1.50 10 KN 15 KN/m 1.00 C 1.50 10 KN/m D D.Lopez 2.00 in meters Figure A: Overhanging Beam E

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: Greg is planning a trip around the world in 5 years. If the trip is going to cost $15,500 dollars…

A: Given- Initial amount P=$5000 Nominal interest rate=24% compounded monthly time t=5 years Total…

Q: A simply supported steel joist of 4 m effective span is laterally supported throughout. It carries a…

Q: The dimensions shown below are in meters. What is the pressure in kPa at point C if specific gravity…

A: Given:- The dimensions are given in meters The specific gravity of oil = 0.76 To determine:- The…

Q: How does runing water cause abrasion?

A: Answer : Running water can cause abrasion by the movement of sediment and debris carried by the…

Q: Compute for the ultimate moment capacity of an am simply supported steel beam with the properties…

A: Answer (a) Unbraced length Lb =3 m, Cb =1 Lp = 1.76ryEFy Lp = 1.76*21.51200000250 Lp = 1070.77 mm…

Q: Which among the following air pollutant is not present in an auto exhaust gas О со O Peroxyacetyl…

A: Air pollutant refers to the substance which make the air toxic and harmful for health

Q: A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With…

A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

Q: What is the coefficient of volume change (using change in void ratio method) for pressure range 100…

Q: Problem Statement Based on Problems 10-32/33 from the textbook. Determine the moment of inertia of…

A: Given, a = 145 mm b = 95 mm Diameter = 150 mm

Q: The cable shown in the figure, supports a girder which weighs 40 kN/m. Determine the tension in the…

Q: Calculate the top and bottom stress at transfer stage and service stage. Consider three 0.6" Grade…

A: Given: fc (at release)= 27.5 MPa fc = 41.4 MPa 0.6'' grade 270 seven-wire strand - 3 numbers Area of…

Q: Consider the geometric and traffic characteristics shown below. Approach (Width) North (56 ft) South…

A: Since the solution for the given question is lengthy, so the first 6 parts will be solved below.…

Q: request 3.3. A T-shaped cross-section beam is loaded as shown in Figure P8.11. Find the maximum…

A: Given:- The magnitude of the uniformly distributed load = w = 80 kN/m The moment at the free-end =…

Q: 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the…

Q: Question 1 Specify the maximum deflection of the beam shown. El is constant. E = 200 GPa, I =…

Q: The beam shown below is supported by a pin at A and a roller at B and is a subjected to a 40kN load…

A: As per company's guidelines we can only answer first question as these are different methods.…

Q: Problem 1: The beam ACB supports a concentrated moment (M. = 200 lb-ft), a concentrated force (F=…

A: Data given Find: (a) Elastic curve equation (b) Vertical deflection at point C

Q: A catchment area has an area of 100 ha and runoff coefficient of 0.4. Due to a 5cm rainfall event…

A: Given- Area = 100 ha = 100×10,000 m2 Runoff coefficient = 0.4 Rainfall depth = 5 cm = 5100 m Total…

Q: Question No.2: Use conjugate beam method to determine the maximum values of slope and deflection for…

Q: The simply supported beam shown below carries its own weight, a uniformly distributed live load of…

A: Given: fc = 4 ksi fy = 60 ksi Area of a single bar, As = 0.44 in2 h = 14+9=23 in

Q: The uniformly distributed live load on the floor plan in Figure P2.9 is 100 lb/ft. Establish the…

A: Given: Live load = 100 lb/ft2 To find: The live load for members; (a) Floor beam B1 (b) Floor beam…

Q: Assume a tank in the shape of an inverted cone, with height 12ft and base radius 4 ft. The tank is…

A: Given ρg=62.4lbf/ft3 To find Work is required to pump out that amount of water.

Q: A composite beam cross section is made up of two rectangular strips. Each of (100x50) mm placed and…

Q: A sediment laden water is to be treated in a sedimentation tank with Type I settling…

A: Answer We need to find settling velocity of particles and overflow rate Overflow rate is given by…

Q: John Snow is O the engineer who built the sewer network in London O a famous alumni of Newcastle…

A: John Snow (1813-1858) was an English physician who is considered one of the fathers of modern…

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

Q: Four activities to be undertaken in series for the completion of a project are as following:…

A: The data is provided as above. Optimistic time, pessimistic time, and most likely time of activities…

Q: A hydraulic turbine, when tested in a laboratory at 250 rpm under 8m head, develops 60 kW power. The…

A: Given Data Laboratory tested turbine N1 = 250 rpm H1 = 8m P1 = 60 kW Similar turbine N2 = 250…

Q: 4/47 Compute the force in member HN of the loaded truss. L 2 B 2m A L L d Pro R Q L E L F 6 m L L…

Q: Calculate the leveling error in feet due to Earth curvature and light refraction (c + r) for the…

A: The question has asked to find out the levelling error due to Earth Curvature and light refraction.…

Q: 1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The pipe consists of two sections of…

Q: Compute the bending stress of the beam shown. Assume that the concrete has cracked and use the…

A: Answer We know that Bending stress of the beam can be computed using the following equation Bending…

Q: Column Design: Given: a circular solid column carrying a compressive load of 8500 lb with pinned…

A: Steel grade - SAE 4140 OQT 1000 The young's modulus of elasticity, E=207 MPa Compressive load,…

Q: A W12 x 79 is used as a column section with an unbraced length of 4.1m. Assume Kx = Ky=1.0.Use Fy =…

A: Given: The column section used = W12 x 79 The unbraced length = 4.1m The effective length factors =…

Q: The cable shown in the figure, supports a girder which weighs 40 kN/m. Determine the tension in the…

Q: Problem. A column shown in the figure below is reinforced by an 8-20mm diameter rebar. Assuming…

A: Answer Based on the given data we can use the Interaction curve in order to obtain the ultimate…

Q: Determine the moment about point A and then B A 300 mm 30° F

A: Following are the given information. d=300 mm F=200 N

Q: The structure shown below is supported by a steel cable from point B to C. This cable has a diameter…

Q: Problem 5. Determine the equations of the elastic curve for the beam using the x¹ and x2…

A: Free Body Diagrams of the Beam

Q: 4: A discharge of 25 cumec occurs in a rectangular open channel 2.7m wide with bed slope of 0.003…

Q: Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to…

A: Given data: Ag=23.9 in2Ix=293 in4Iy=221 in4Iz=Ix+Iy=514 in4 Steel grade A992, Fy=50 ksi The…

Q: a. Most probable value b. Standard deviation c. 95% probable error d. Confidence Intervals For the…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Problem 3: A steel rod is inserted into a wooden block as shown. Further, two cables (one on each…

A: Answer Given data For the Wooden block: Shear strength capacity= 10 MPa Bearing strength capacity=…

Q: A catchment having an area of 150 km2 has the ø index 0.3 cm/hr. The base flow at the outlet is…

A: Given - Area = 150 km2 Index = 0.3 cm/hr. Base flow = 10 m3/s Base time = 20 hrs. The peak ordinate…

Q: a building project. There are three pits from which these materials can be obtained. The composition…

Q: 20 ft 5 k/ft 20 ft 10 ft A

A: Given: To find: Shear and moment diagram

Q: Where did you get -0.0673d^2?

Q: A pump discharges 500 l/s at a total head of 25m. The drive motor delivers 150 kW of power to the…

A: Given - Discharge, Q = 500 l/s Total head, H = 25 m Power of the pump = 150 kW To find - What is…

Q: HW Find h to cause Zero normal stress at point (b) at base of dam. Then find T? r T

A: Given data: Unit weight of concrete, γconc=24 kNm3 Unit weight of water, γwater=10 kNm3

Q: Problem 3: For the beam hollow section in Figure 4, determine the maximum positive bending moment…

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

BRAIN EXERCISE
PROBLEM 1
Determine the maximum
shear stress and the
maximum flexural stress of
the beam. The cross-section
of the beam is 150 mm x
350 mm.
A
B
10 KN
15 KN/m
C
1.50 1.00 1.50
10 KN/m
D D.Lopez
2.00
in meters
Figure A: Overhanging Beam
E

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

Given data

VIEW

Solution and Explanation

VIEW

Step by step

Solved in 2 steps with 2 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

q=3.15 kn/m , a=3.15m
Given: b = 350 mm d = 420 mm f'c = 30 MPa fy = 275 MPa Mu = 200 kN-m diameter of Rebar = 20 mm Required: 1 Depth of stress block, mm 2 Depth of the neutral axis, mm 3 Number of 20mm rebars
A 30m building has an average height of 3.0m each floor, has a weight of 3,000 KN for each floors and 2,500 KN for the Rooftop. The building use to carry hazardous facilities with the following design parameters. Z = 0.4 Ca= 0.44Na I= 1.25 Cy = 0.96Nv Na= 1.0 R= 8.5 Nv = 1.2 Ct= 0.0731 determine the design shear. determine the shear at the 5th floor. determine the moment at the base.
The shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN
Lst answer waswrong solve properly for no downvote
A wooden cylinder (sg=0.61) is placedvertically in oil with specifc gravity of 0.85. Determine the metacentric height.
Calculate the maximum safeload of square footing 3.5 m angle of shear being 36° FOS=3, Unit weight =16 kn/m3
But BF & HD have acting 10 kips load?
Q2) A line AB of slope 3% was measured with steel tape of 30m to be 175.66 m. The weighing of tape was 0.032 m / kg with cross - sectional area of 0.049 cm2 and has length of 30.02m at standard conditions of 20 ° C and a tension of 6 kg. For each time used, it was supported at three points (ends and middle) with tension of 9kg and temperature of 30 ° C. Compute the corrected horizontal distance when the modulus of? elasticity is 2.15 * 106 kg / cm2 and (a = 1.15 * 10-5 / ° C)
The tripod shown is to support a vertical load W and horizontal load P at point D. The legs of the tripod rest on a level rough surface at points A, B and C. If W=150N, P=50N, a = 0.5m, b =0.75m. c=1.125m, d=1.5m, 19. Determine the force acting on leg AD. Determine the force acting on leg BD.
A stone is thrown fromthe top of a 10-storey building with aninitial velocity of 300 m/s directed 60ºfrom the horizontal. Determine howlong will the stone hit the ground. Note:take 3-mtr height per storey.
Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kN m