Answered: calculate shear force diagram and…

Engineering

Civil Engineering

calculate shear force diagram and bending moment diagram. 10 KN 5 KN/m A В 1 m 2 m 2 m

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.28P

See similar textbooks

Related questions

Q: Draw shear and moment diagram. Determine maximum moment and maximum shear. 25 KN/m 35 KN 60 KN.m…

Q: Use the graphical method in solving the bar forces D 12 m B E 1200 kN 12 m F 9m 2400 KN 1200 kN

Q: Determine the vertical reaction at A in the beam shown below? 50 kN/m 90 kN 60 kN 20 kN/m 70 kN 30°…

A: using equilibrium equations

Q: A circular gate 1.5 meters in diameter is inclined at an angle of 45 degrees. Sea water (S.G = 1.03)…

Q: raw shear force and bending momentdiagram for beam below 100 KN/m M = 1200 kN.m %3D A 2 m 4 m Im' 1m

Q: Q1/ 30 MМ 60 MM IF : N.A |= 27 * 10° mm 120 MM V= 19.5 KN Determine the maximum and minimum shearing…

A: Given- MOI (I)= 27× 106 mm4Shear force( V)=19.5KN

Q: Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter…

A: step 1-

Q: 1. Determine the shear and moment equation 50 kN 15 kN/m 150 kN · m A В 6 m 3 m 3 m

Q: Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm 1.50m 7.50m 200…

Q: 14.The simple beam ACB shown in the figure is subjected to a triangular load of maximum intensity…

Q: S0 kN 40 kn/m lo kN/m

Q: Show shear and moment diagram using these reactions M a=-75.266 kN-m, b=-31.7110 kN-m, c=-106.288…

A: Given data Moment MA = -75.266 KNm MB = -31.711 KNm MC = -106.288 KNm MD = -87.38 KNm Reaction at…

Q: 10 kN (а) А B 3 т 3 m 10 kN (b) А B 4 т 2 m 1 kN/m (с) B 3 т 3 т

Q: Problem 2. If 0 = 60° and F = 20 kN, determine the magnitude of the resultant force and its…

Q: 037.png P 15 kN-m |0.5 m -1.5 m -1.5 m 1.5 m-1.5 m-

Q: 5KN/m 20m (21) 25m 25m Analyze the given structure completely using moment distribution method. Draw…

Q: 25 KNIM 25 KN IM 10 KN/M 4.00M 3.50M 2.50m <一 RI R2 Rg Ry

Q: 145 kN 1.5m 160 kN 1.5m 21 deg 3 4 36deg 91 kN 220 kN

Q: Q1/ 60 30 MM MM IF : N.A |= 27 * 10 mm 120 MM V= 19.5 KN Determine the maximum and minimum shearing…

A: in question 1 given dataI=27*106 mm4V=19.5KNy=60mm=NA shearing stress for T section is given…

Q: 55 kM y 70 kN/m В C 3 m 7 m

A: Given : Simply supported overhang beam with UDl, UVL and point loads

Q: 1. For the beam shown in figure, determine the Ely at 2m from left support, 3m from right support…

A: We have to find value of EIy at 2 m from the left support and 3 m from right support and at free end…

Q: The shear diagram for a beam is given below. 30 kN 47 25 kN -10 kN - 20 kN tismt2 m 2 m: 2.5 m -…

Q: Situation 7: Using the figure below, -m 1 m- e B 1014 m E 1.5 m 1.5 m 1.5 m 1. If P = 3,000 N and Q…

A: A truss is given as shown in the figure above and it has been asked in the question to determine the…

Q: Problem 6. The 1.2 m-diameter log with specific gravity of 0.8 is 3.0 m long into the paper. The log…

A: Given :

Q: 118.769 kN 10.62 m

Q: В. 5P (kN) P (kN/m) 2.7P (kNm) 50° 3m u 2m 3m 3m

Q: Determine the magnitude of the resultant of the given concurrent forces. F1= 800 N; along (+) x-…

A: R=Fx2+Fy2

Q: A cylindrical caisson having an outside diameter of 7m floats in sea water sg=1.03 with its axis…

A: Given, Outer diameter of caisson (D) = 7m Specific gravity of sea water= 1.03 h= 6m Our aim is to…

Q: Calculate the value of the bending moment generated at suppOrt A of the given structure? 120 kN 40m…

A: Finding out moment at A.

Q: Find the magnitude of the equivalent resultant force(N) acting at O for the 2D system shown if P =…

Q: For the beam shown in figure, determine the Ely at 2m from left support. 3m from right support and…

Q: The barrier shown between two water tanks of unit width (I m) into the plane of the screen is…

A: Given: The figure is given below, The density of water is 1000 kg/m3. The acceleration due to…

Q: Problem Number 1: In the given loaded beam determine the resultant force, R and its location from…

Q: 5m QUESTION 2 Make use of the Slope Deflection Equations to calculate the Bending Moments at A, B, C…

Q: PROBLEM 2: The 200 kN block shown has impending motion up the plane caused by the horizontal force…

A: To find coefficient of static friction

Q: 5. The two forces P and Q with the magnitudes shown in the diagram must have a resultant force R of…

A: Solution: Given Data: P=28 kNQ=16 kNMagnitude R=40 kN

Q: PROBUEM p. P2 2.5m 2 SM

A: RA+RB=6+12.5+12.5+10sinθRA+RB=39.4 →1

Q: Shear and Moment Diagram 1. Find the Maximum Shear and Moment. 60 kN 10 kN/m M= 220 kN-m 2 m 2 m 2 m…

Q: Calculate the reactions and draw the shear and moment diagrams. 4 kN/M 40 kN 35 M,=15 kN-M A B 2.5 M…

Q: 1. The forces acting on a 1-ft length of a dam are shown. The upward ground reaction varies…

Q: Problem 4: For the frame shown, determine the end moments and force in the spring. E-200x10° kN/m²,…

A: Spring act as a hinge ; And slope at C is different i.e θce is not equal to θCbBy slope deflection…

Q: Determine the horizontal Reaction at A in the beam shown below? 50 kN/m 90 kN 60 kN 20 kN/m 70 kN…

A: Support Reactions : 1. Horizontal Reaction :

Q: How to solve for the shear and moment diagram Wu = 250 kN/m

Q: 1. Location of resultant force from x -axis. 12.7 m b) 6 c) 5 m a) m 2. Location of resultant force…

A: the resultant force on x-y plane islet ,R=resultant forcethen,R=20+40-30R=30 KNdownwardfrom the…

Q: Two blocks (A and B) are colliding as shown below. Block A is 15kg and Block B is 10kg. Given that…

Q: A 3-cm-diameter horizontal pipe attached to a surface makes a 90° turn to a vertical upward…

A: The mass flow rate is the amount of mass of the liquid pass through the particular cross section and…

Q: H.W. Determine the magnituted and direction of the resultant force for the iour forces applied to…

Q: A circular plate of diameter 2 m is immersed in fresh water with density 1000 kg/m³. The plane of…

Q: PROBLEM 1. For the coplanar concurrent Force System shown. Determine the magnitude f direction of…

A: as per bartleby policy I can answer only one problem at a time (problem 1st). please reup

Concept explainers

Biological Processes

Biological solid waste includes bacterial and contaminated waste produced by living individuals. Its treatment is essential to prevent the spread of any air-borne or water-borne diseases or diseases transmitted from one organism to another in a food chain. There are many benefits of the biological solid waste treatment and some of them are: the minimized quantity of waste substance, waste control, eradicating any disease-causing pathogens, generation of biogas, composting, anaerobic digestion, bio drying, mechanical biological treatment, microbial fuel cell, phytoremediation, and biofiltration. The final products of the biological solid waste treatment may be recycled to obtain organic fertilizers or disposed of in SWDS (Solid Waste Disposal Site) after proper treatment.

Question

calculate shear force diagram and bending
moment diagram.
10 KN
5 KN/m
A
В
1 m
2 m
2 m

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 by step

Solved in 4 steps with 4 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

Slope deflection method: compute for shear and momemt diagram
Compute for the Bend Allowance and K-factor.
Given the following data:Cross section: 50mm x 75mmP = 200 kNθ = 15 ° with the x-axis Find the angle (in degrees) of plane A-A in whichthe shear stress is maximum.
Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.
A horizontal plate turns an oil jet. If ?1 = 30 m/s, ?2 = 25m/s, and the area of incoming jet ?1 = 0.06 m2. Determine the required force in the x-direction to hold the plate.
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. it is retaining water on one side. The length of the gate perpendicular to the paper is 8.79 m. use R = 14 m. and 0 = 49 degrees. Determine the angle (in degrees, acute) of inclination of the total hydrostatic force acting on surface AB.
A vertical rectangular plate 2m by 3m is submerged with its 2m edge on the same level with water surface. Find the total hydrostatic force acting on one face of the plate. a. 52.5 kNb. 88.29 kNc. 36.5 kNd. 40.5 kN
Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)
Draw the diagram of the following superelevation data. (Curves without spirals)STA of PC = 2 + 000STA of PT = 2 + 800Curves to the RTSuperelevation rate = 6%Length of spiral = 85 m
Use Area moment method Determine the ff. 1.Maximum deflection 2.slope at point a and b 3.Maximum deflection
A channel has a flange width of 100 mm and thickness of 2.5 mm with a web of 250 250 mm and thickness of 2.5mm. What is the location of the shear center from the center of the web section
The crest gate shown consists of a cylindrical surface which AB is the base, supported by a structural frame hinged at C. It is retaining water on one side. The length of the gate perpendicular to the paper is 8.29 m. Use R = 14 meters, and θ = 42°. Determine the distance (in meters) of the vertical component of the hydrostatic force measured from the hinge at C. Round off to three decimal places.