Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, for the following data: Length 2.3 m Compressive forceti Tensile force 55 kN Member B AB 60 kN AC 1.8 m n EI 55 kN s0 80 kN 26°34' A mino Fig. Ex. 15.1

Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, for the following data: Length 2.3 m Compressive forceti Tensile force 55 kN Member B AB 60 kN AC 1.8 m n EI 55 kN s0 80 kN 26°34' A mino Fig. Ex. 15.1

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: Determine the cross- ectional areas of members AG, BC, and CE for the

Q: The portion of a bridge truss is subjected to several loads. For the loading shows, find the…

A: Calculate the resultant force of the loading. The magnitude of the resultant force for the given…

Q: Given is the truss as shown in figure YUHK 33. 1. How many are zero–force members? 2. How many are…

Q: Solve the truss shown in figure 02 below for member forces using any method of your choice. 30 kN 25…

A: Using joint method

Q: The members of the truss shown below have a cross-sectional area of 10,000 mm2. Determine the…

Q: Determine the force in member JH and BH for the truss loaded and supported as shown in figure (3).…

Q: 2.5m 1.5 m WST E C B A 2.0m H 1.0 m D G 3.5 m 15m 2.0 m 50 kN WST

A: Stress: The resisting force acting upon the object or a system per given unit area of the body is…

Q: Determine the maximum compressive bending stresses (MPa) in the beam shown

A: Moment in portion AB:

Q: For the pin-jointed frame shown below: 100 kN C 4 m B 3 m 90 kN- D. 4 m 6 m- Find forces in member…

A: Given arrangement, To find force in members AE,AB,BD

Q: Given is the truss as shown in figure ZGE 9.1. How many are zero – force members? How many are…

Q: Calculate the forces in each member of the shown truss. State whether each member is in tension or…

A: Objective: To determine the force in each member of the given truss. The given truss can be…

Q: 6 m 4 m H 140 KN 6 m 6 m G 6 m FIG. P1.18 D 4 m 6 m F 140 KN 1.18 Determine the smallest safe…

Q: Q2. Referring to Figure Q2(a) until Figure Q2(c), check the stability and determinacy of the truss.…

Q: Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, IOr ule following data:…

Q: Referring to Figure (i) Check the stability and the determinacy of the truss

A: A) Given data : To Find : Stability and Determinacy A problem of Structure.

Q: What will be the reaction at the supports for the beam shown? 10 kN/m 30 KN 110 kN D 1 m C 2 m E 2 m…

A: Given beam is a cantilever beam. It is required to find support reactions at fixed support A.

Q: 5. Each member of the 2014-T6 aluminum truss below has a cross-sectional area of 1.5 in'. P = 200…

A: Given Data -

Q: what is the meaning of cohesion

A: Cohesion is nothing but attractive forces in molecules between the same substances Cohesion is…

Q: Analysis of Plane Truss 1. Determine the force in each member of the truss shown by the method of…

Q: Find the maximum tensile and compressive flexure stresses for the cantilever beam shown in Fig. 4…

A: Given : This is a Solid mechanics problem where we have to find the Max, tensile and compressive…

Q: Find the normal stress of members CD and CE of the truss shown. Cross sectional area of the members…

Q: H. W.: Determine approximately the force in each member of the truss shown in Fig. below. Assume…

A: First, let's label the forces on each member of the truss. We will assume that the diagonals can…

Q: Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, for the following data:…

Q: Calculate all the member forces for each truss shown. Indicate whether tensile or compressive.

A: To find force in all members of the truss

Q: civil engineering Article Determine ( ↑ 0.3mm A=1m² केतिला Top plate 2 kinematic viscosity 3…

Q: EXAMPLE: Determine the bar force in each member of the truss shown. 20 kN 15 kN 3.50m 3m 3m 10 kN

A: This is a basic problem of trusses in which member forces are to be determined. First calculate the…

Q: H.W/For the truss as shown in fig. (1) : Determine the force in members (AD, AB , BD). Indicated…

Q: Concretes have several properties. Which one of the following statements is incorrect? a. Concretes…

Q: Question 19 Find the forces in members FH, EF, DE and CD of the truss shown in Figure Q19. K 4 m H…

A: Determine the force in the members FH, EF, DE and CD of the truss.

Q: SAMPLE PROBLEM Determine the force in members BC and BD of the truss and state if the members are in…

A: The force in members BC is 126.177 kN ( Tension ).The force in members BD is 63 kN ( Compression ).…

Q: 1.5 64 115001% 4500 lb-ft D 683 1E T NA- I=96 in." 2.5 in Sin

A: To Determine Maximum Tensile and Compressive Bending Stress.

Q: Sassssss Q2: Determine approximately the force in 5 kN 10 kN 5 kN H diagonal members DH and CG of…

A: We have to find the value of approximate force in diagonal member DH and CG of the truss shown in…

Q: Analyse the two member truss

Q: The pinned truss in Fig Q1 is subject to a horizontal load of 150kN at Pin C. The strut members AB,…

A: The given diagram is shown below, To determineThe axial stress in each memberThe stabilityof the…

Q: 3. Determine the force in each member of the truss shown. State whether each member is in tension or…

A: Solution Given Diagram

Q: Given is the truss as shown in figure YUHK 33. How many are zero – force members? How many are…

Q: 1. Determine the axial stresses in members CH, AH, and CD of the loaded truss if they have a uniform…

A: The cross-sectional area of the member is 1800 mm2.Consider the figure,

Q: In the system given the loading condition in the figure, calculate the bearing responses and the…

Q: A truss is subjected by a force F = 20kN shown as in Fig.1. The materials of E=200 GPa, and…

A: As math type is not available, providing you hand written solution

Q: 9.6 kN 10.5 kN 10.5 kN 5.7 kN 5.7 kN D F 2.4 m А E G 3.8 m 3.2 m- -3.2 m 3.8 m- B.

Q: 2. Determine the force in bars BD, CD, and DE of the nacelle truss shown in Fig. 60 kN 120 kN 120 kN…

Q: Determine all the bar forces of the cantilever truss ( see Figure 2). State if the members are in…

Q: 3 m MATHalino.com 3 m 30 kN 3 m E 4 m 30 kN 3 m 3 m 90 KN mo).onilsHTAM 3 m

Q: Analyze the trusses shown .EA= constant 12 kN 10 kN 2 m 2 m B 2 m A, 3 m 3 m 3 m

A: Since members BG, CG and CF are zero force members.They can be remove from the fiven truss for…

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1,
for the following data:
Length
2.3 m
Compressive forcet
60 kN
Member
Tensile force
AB
55 kN
AC
1.8 m
m EI 55 kN
80 kN
26°34'
A
Fig. Ex. 15.1

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

VIEW

Step 2

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

Determine the force in all members of the K-truss shown in the figure below. State whether the members are in tension or compression. The reactions at the supports have been calculated. 0 A 12.9 KN L N K J I ď E D B 5.34 kN 6.67 kN 8 KN 4.6 m 4.6 4.6 m 4.6 m, 4.6 m, 4.6 m, 4.6 m, 4.6 m, H F G 7.11 kN 3 m 3 m
ASAP please help me with this.
Find the stresses in members BC, BD, and CF for the truss shown in the figure. Indicate the tension or compression. The cross section nal area of each member 1600 mm². 3 m 84.853 kN (T) 3 m C 60 kN (C) A 4 m DE 135 kN (T) E 60 kN 90 kN 4 m F 45 kN (T)
Q2 For the truss shown in the figure:: 4. Determine the force in member fe using the joint method? 5. Determine the force in member bf using section method? 6. Determine the force in member of using section method? g 1 kN 3m 3m Simple Truss I d TTF truss 4 m 3m
PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm² A 2.0 M B C 1.5M 4⁰ KN Fig. 1, 2.0 m E (1) 1.SM D 2.0 m 50 KN F
PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm² 2.0 M B с 1.5M 4⁰ KN Fig. 1, 2.0 m E IS M D 2.0 m 50 KN F
B1
A truss is detailed in the following Figure. For the given loading: (a) Identify null member(s) and null joint(s) (b) Determine the magnitude and nature of the axial forces in members DE, AD, GF, GB.
Axial force in the member BC of the truss shown in the given figure is (where a = 30°) %3D C E A 30 kN + 5 m 5 m (a) 15 kN (b) 10/3 kN (c) 15/3 kN (d) 30 kN
For the roof truss shown, determine the axial forces in members AD, BD, DE, and DGand state whether they are in tension or compression! Model the supports at A and I asroller supports
DETERMINE THE STRESS IN EACH MEMBER OF THE TRUSS LOADED AND SUPPORTED AS SHOWN 10 kN 20kN 10m B 20KN 10m 10m с 10 mi + 5m 19m
Problem No.2 Calculate the forces in all members for the shown loaded truss. D 2000 kg 3 m C E 3 m 3 m 3 m B 60° A F 3 m G 3 m 3 m H J