Please derive equations of SF and BM by sections first Draw the shear and bending moment diagrams of the beam shown here: w=300 lb/ftB15'1500 lb.*Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bendingmoment in B is zero.2₁C3'

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

Answered: w=300 lb/ft 15' 1500 lb. * Hint: point…

w=300 lb/ft 15' 1500 lb. * Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending. moment in B is zero. 2' C 3'

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: Applications and significance of flow over weirs in fluid mechanics. Give at least one real life…

A: In civil engineering, free and forced vortices have various uses. Forced vortices are formed by…

Q: Determine the slope and displacement at the end C of the beam E = 200 GPa, I = 70(106) mm4. Use…

A: A simple supported beam is given with two point loads. The beam has an overhanging portion. To…

Q: A Pelton turbine is driven by two jets, generating 4.0 MW at 375 rev/min. The effective head at the…

A: A Pelton turbine driven by 2 jets- Power P=4 MW, Speed N=375 rev/min (rpm), Head at nozzle H = 200 m…

Q: Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level…

A: Width of road bed = 26 ft Side slope = 1-1/2 H:1 V To find:- End area for the depth of 16 ft End…

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: What is the torque, if a shaft of 200 mm diameter can transmit safely and the shear stress is not to…

A: Diameter of shaft (d) = 200 mm Maximum shear stress (τmax) = 50 N/mm2 Determine the torque of the…

Q: Determine the support reactions and member forces of the trusses shown.

Q: EX/Determine the reaction at the support.Assume Ais Fixed B and c is rod = = FTITIT 4m 4m 2KW B ↓ 2m…

A: ###Reactions of Beam using force method of Analysis ( Castigliano's theorem) Given- Length of rod…

Q: A W30x90 A36 steel girder spans 12 m on simple supports. It carries a uniformly distributed load of…

A: a. To determine the required section modulus, we need to calculate the maximum bending moment the…

Q: The body on the 30° incline is acted upon by a force P inclined at 20° with the horizontal. If P is…

Q: 1. What is the theoretical deflection (in METERS) at the free end if the spring will be removed? 2.…

A: Given beam with Loading shown above Part 1- theoretical deflection at free end (meter) if spring…

Q: 8 kN/m B 2 m C Figure (1) in Q1

A: To Draw Shear force diagram Bending moment diagram

Q: 4Kips 10 KIPS 0.5 in.diam. 1in diam. lokips 8kips 0.75 in diam.

A: for First segment Dia = 0.5 in. Load = 4kips for Second segment Dia = 1in. Load = 14 kips…

Q: A 50 cm square prestressed concrete pile will be driven 20 m into the soil profile below. (water…

A: Given: A_b = (50 cm)2 / (100 cm/m)2 * pi / 4 = 0.196 m2 c' = 4 kPa (using ϕ= 28 deg) N_c = 14.7 N_q…

Q: For the frame loaded as shown, draw the complete and correct FBDs of the following: whole frame,…

Q: Question 4 At a point in a material there are two direct stresses of 60 MPa tensile and 50 MPa…

A: Two direct stresses 60 MPa tensile and 50 MPa compressive acting at right angles to each other. The…

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: Find the location of the centroid and find the moment of Inertia around the x-axis. 6 tit 6 -X 10 M

Q: 1. A simply supported beam A carries a point load at its mid span. Another identical beam B carries…

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

Q: Select the lightest S section that can be employed using an allowable stress of 50 MPa. What is the…

Q: Consider the beam in (Figure 1). Take that P₁ = 10 kN and P₂ = 17 kN. Follow the sign convention.…

Q: A countershaft carrying two V-belt pulleys is shown in the figure. Pulley A receives power from a…

A: Here, shaft is rotating at constant speed then summation of torque = 0

Q: 2) Using the Slope Deflection Method determine the support moments, reactions, and propping force R,…

Q: Determine the moment at the fixed support A for the frame shown in Fig. 10-13a. El is constant.

A: ###Moment At Fixed Support A Using force method of Analysis ###

Q: 2) Here, we see a different object hanging from ropes. If the object weighs 50lb, find the tension…

A: A system involving cables connected to each other through joints. The forces in cables are to be…

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

A: The given data is: Length of beam=5 m Concentrated load=90 KN Allowable stress=50 MPa

Q: Q3. Four rigid bars (ABC, CDE, EFG, AG) are connected by internal pins at A, C, E, and G. The…

Q: According to Euler's column theory, the crippling load for a column of length (1) fixed at both ends…

A: According to Euler's : Pcr = π2EIle2

Q: Determine the angles and direction from line AB to EA. Show the sketches and the step-by-step…

Q: 450mm diameter concrete spiral column is to be designed to support a factored axial load of 3170kn.…

A: An aggregate grain dimension of at least 5 mm should be a minimum gap between two reinforcement…

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

Q: A circular shaft which has a diameter of 100 mm is subjected to torque of 5 kN-m. The shear stress…

A: A Circular shaft has, Diameter, D = 100 mm. Torque, T = 5 kN-m The shear stress =?

Q: antilever rectangular "yacal" beam, 75mm wide by 150mm deep, carries a ormly distributed load of…

A: A cantilever beam with known cross section, loading and cross section. The allowable bending stress…

Q: The aluminum rod AB (Gal = 27 GPa) is bonded to the brass rod BD (Gbr = 39 GPa). The portion CD of…

A: Determine the maximum permissible value of T

Q: A frictionless retaining wall is shown in the figure below. q=10 kN/m² * = 15 kN/m³ o'=26° c' = 8…

A: Determine a. The active force after the tensile crack. b. The passive force. c. Location of…

Q: Draw the influence lines for Ay, Cy, Dy, V₁, and Mc for the beam shown in Figure 2 below, using the…

A: ###Drawing of ILD FOR Reactions at A, C, D ,Vb and Mc for the Beam and CALCULATIONS of maximum…

Q: a) Without considering the vertical spring, determine the stiffness coefficient of the simply r==…

Q: A railroad curve has De = 5°00', I = 27°00', and PI station requested values. 37+45.00 ft. Use the…

Q: For the stepped, circular bar subjected to the axial forces shown, find the normal stresses in the…

Q: Construct the shear and bending moment diagrams for the beams shown. List all of the pertinent…

A: Shear Force Diagram: The diagram which represents the shear force at every point on a given loaded…

Q: A rigid reinforced concrete foundation is subjected to a column load of 87,000 lbs. The foundation…

Q: 2. The tensile force at Cable AB is 2,000 lbs. The system is in balance Calculate Pmax Calculate the…

A: Tension in cable TAB=2000lb To find : Pmax PAC

Q: Question 2 Determine the support reactions developed at A for a cantilever beam supporting a…

Q: ernier (attached to a horizontal circle) to read 25 degrees 12'. The horizontal circle is divided…

A: Given:- horizontal circle=30' 30 divisions To find:- direct circular vernier design

Q: P8.37. Compute the vertical deflection at B and the hori- zontal deflection at C in Figure P8.37.…

A: P - system for ∆B(V) & ∆C(H)

Q: Questions G,H,I,J

A: Line Length, ft Azimuth AB 721.08 326o18'37" BC 922.02 282o31'43" CD 939.31…

Q: 0 mm width for a simply sup angular beam. Design this be 25 MPa, fy = 400 MPa, L = ght), L.L = 150…

A: Given:- fc=25MPa fy=400MPa L=6m DL=160kN/m LL=150kN/m width=400mm To find:- designbeam

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

100%

Please derive equations of SF and BM by sections first

Draw the shear and bending moment diagrams of the beam shown here:

w=300 lb/ft
B
15'
1500 lb.
*
Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending
moment in B is zero.
2₁
C
3'

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction and given data

VIEW

Step 2: For support reactions at A and C

VIEW

Step 3: Equations of shear force and bending moment

VIEW

Solution

VIEW

Trending now

This is a popular solution!

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

67. A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, then what is the net effective area of the angle? 1sdm b b (a) a- - (b) a+ b. b 1+0.35- a a b (c) a- (d) a+ b 1+0.2- a 1+0.35- b 1+0.2- b a
F DE G Ed+d+d+d+d - d - 15 ** The truss is supported by rollers at A and by a pin-joint at G. Find the force in members CD, LD, and KL. Assume d = If the member is in compression, enter a negative force. 1.68 m, F, 3260 N, F, 5480 N, F, 7740 N, F, 5930 N. %3D %3D Enter FCD Answer: Submit All Answers 16. [1 Enter FLD Answer: Submit All Answers 17. Enter F KL Answer: B,
The truss is loaded as shown. 144 kN B 3 m 4 m 4 m 44 kN Analyze it using the method of joints to find all member forces and reactions in kilonewtons. (Assume that the +x-axis is to the right and the +y-axis is up along the page. АВ magnitude kN sense |The magnitude is zero. V AE magnitude kN sense compression ВС magnitude kN sense compression BD magnitude kN sense tension BE magnitude kN sense compression FCD magnitude kN sense The magnitude is zero. V F, DE magnitude kN sense The magnitude is zero. ♥ magnitude kN direction E, magnitude kN direction E, magnitude kN direction
Problem 2 A 30-lb vertical force P is applied at A to the bracket shown, which is held by screws at B and C. (a) Replace P with an equivalent force-couple system at B. (b) Find the two horizontal forces at B and C that are equivalent to the couple obtained in part a. ²|-- A -5 in.. B C Figure Problem 2 ||# 2 in. 3 in.
CW Determine the force in member BF. 6x 20 A 3m C 24KN! 3m D E 14m 4m 12KN →12KN F
> 1:0A 30° FR = 800 N Probs. 2-47/48 •2-49. Determine the magnitude of the resultant force and its direction measured counterclockwise from the positive x axis. F = 60 lb V2 60° F2 = 70 lb F3 = 50 lb Prob. 2-49 42 CHAPTER 2 1EYORO OA VECTORS 2-54. Three forces act on the bracket. Determine the II
2 kip/fn 40 kip-ft 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: • E = 29000 ksi •G = 10000 ksi A = 12.6 in? | = 428 in4 Which of the following is closest to the slope/angle of the beam at point A? +0.00721 rad -0.00928 rad +0.0213 rad -0.0160 rad
Ye 2. Two channels are welded to two 12 in. x 1 in. plates. For each channel, the following are known: w = 4 in. Icx = 61 in* Determine the moments of inertia, I, and Iy, about the centroid axes. h = 10 in. Ac = 7 in? b = 1 in. Icy = 2.5 in Ans: I = 850 in“, I, = 419 in* h y Xc 1 in. 5 in. W 5 in. 1 in. 6 in. 6 in.
Calculate the force in member AD
265KN 1.75ml Cross Section K2,5m A75m 1ス5m thee Determine the Bending Stress at Sectlon D-D
The truss shown is supported by a pin at A and a roller at F. Two force are applied to the truss. The force at C in directly above F., All the truss members are 3m long making equilateral triangles. Detemine the force in member CD. The answers have units of kilonewtons. 5 kN 3 kN BE
The cross-section of member AB is a 0.45in by 0.45in square. Determine the shear stress at section a-a. 150 lb/ft 4 ft 60 O 3382.333ps O 1170.667psi O 2401.192psi Prodous