PROBLEM 1 For the truss shown in TOS-001, it is being analyzed using the influence line diagram. If a moving load is composed of three components 4 kN, 8 kN and 3 kN, separated by a distance of 3 m and 5 m respectively between each load. Compute the max. tensile force of member DI in kN.

PROBLEM 1 For the truss shown in TOS-001, it is being analyzed using the influence line diagram. If a moving load is composed of three components 4 kN, 8 kN and 3 kN, separated by a distance of 3 m and 5 m respectively between each load. Compute the max. tensile force of member DI in kN.

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: The super elevation needed on a horizontal circular curve of 150m radius for a design speed of 60…

A: Given data- The radius of curve R=150 m, Design speed V=60 kmph, Coefficient of friction f=0.15, To…

Q: Design a flocculation basin for water at 10°C flowing at Q = 49,200 m3/day for a typical process.…

Q: A 100% saturated soil having a water content of 37.50% and Gs = 2.72. Determine a) void ratio, b)…

Q: Use A992 steel and compute the nominal compressive strength of a WT10.5 × 66 with an effective…

A: Given For WT 10.5*66 From AISC table, Ay = 19.4 in2 rx=…

Q: The uniform beam has a mass of 47 kg per meter of length. Determine the reactions at the supports. A…

Q: Determine the force in each member of the truss using the method of joints. State if the members…

Q: At the joint of a steel bridge, preloaded high-strength bolts have been used. Assume that the…

Q: Analyze the beam loaded and supported a shown: 40 kN Ans.: A| 2 Ans: 6m B Hinge (a) Determine the…

Q: -6.9 m- +3.1 m 210 kg

A: Given:- weight = 210 kg To find:- Ax Ay By

Q: A retaining wall, 4.5m high has a smooth vertical back. The back fill has a horizontal surface in…

Q: 1. ROADWAYS K TWO-STOREY RESIDENTIAL HOUSE

A: here we identify the different types of loads structure will carry or resist a) Road b) 2 storey…

Q: After the population of C-City has evacuated due to regular occurrence of monsters, Saitama found…

A: Given Length of line AB=95m Bearing of line AB=S45'E Length of line AC=88m Length of line AD=43m…

Q: A horizontal jet of water with its cross-sectional area of 0.0048 m² hits a fixed vertical plate…

Q: An HSS10 × 8 × 3/16 is used as a compression member with one end pinned and the other end fixed…

A: The given data is shown below: HSS10×8×316Length=3.65mA500 Grade BFy=318 MPa

Q: lem 2: 25 kips Determine the following: a. The reaction at support A, R = b. The reaction at support…

Q: Determine the reactions at the supports A and C of the compound beam. Assume A is a roller, B is…

Q: It is known that a vertical force of 181.9 lb is required to remove the nail at C from the board. As…

Q: Probability plot A bridge will be built over the Meherrin River near the site that the discharge…

A: Given, Service life of bridge = 40 years. Design flood = 23000 cfs

Q: Question 1 2 3 18' 12' A I I- 20'- B -I- I 22'- -I- -I- 28'- -I -I -I Assuming one-way slabs (always…

Q: the safe load that a single turned bolt can carry. Consider only the effect of shear st (St-52, HZ)

Q: Design a hydraulically for conveying Efficient trapezoidal section 100 m³/sec, n=0.015 a discharge…

A: Given: Q=100m3/secn=0.015S=15000ynet=y+0.10y=1.1y Assumption: z=13 v=velocity of flow

Q: Locate the centroid x of the beam's crosssectional area. a = 110 mm, b = 100 mm, d = 20 mm, h = 160…

A: Given : Determine the moment of inertia about the centroidal y axis ?

Q: Month June July July August September October November Dates 1-301 1-12 13-31 1-31 1-30 1-31 1-24…

Q: The super elevation needed on a horizontal circular curve of 150m radius for a design speed of 60…

Q: A pressure gage reads 600 lb/ft2vacuum. What is the corresponding absolute pressure if the local…

A: Gauge pressure=600*(1/144) = 4.167psi Atmospheric pressure=14.7psi

Q: The cantilever beam has a rectangular cross section 50 mm wide and h mm high. Find the smallest…

A: Using deflection formula

Q: Q- What is end depth in free overall?

A: solution of above problem is below:

Q: 4.7-8 The frame shown in Figure P4.7-8 is unbraced, and bending is about the x-axis of the members.…

A: Given: Column: Unbraced Beam: W 18 x 35 Column: W10 x 54 To find: a. The effective length factor Kx…

Q: *8-52. Beam AB has a negligible mass and thickness, and supports the 200-kg uniform block. It is…

Q: A 2 at 6 m = 12 m D B 20 kN 6 m 이명 3 m

Q: The rainfall on five successive days in a catchment were measured as 3, 8, 12, 6 and 2 cm. If the…

A: Given: Rainfall on first day x1=3 cm Rainfall on second day x2=8 cm Rainfall on third day x3=12 cm…

Q: If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net…

Q: 4. For the concrete dam shown, calculate the factor of safety against overturning and sliding. Use…

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

Q: 7. An HSS 10 × 6 × 5/16 with Fy = 318 MPa is used as a column. The length is 4.9m. Both ends are…

Q: Design a wastewater treatment primary clarifier for an average flow rate of 1.10 MGD, and a peak…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: The term degree of hydration refers to: A) The level of academic achievement needed to study water.…

A: This question is related to the Building material from Civil Engineering. This is multiple choice…

Q: 3.The 5m radius cylindrical gate shown is 8m long into the paper. If 0 = 60°, determine the location…

A: Answer Let us draw free body diagram of horizontal and Vertical component of the hydrostatic force…

Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106)…

A: Given data P = 29 KN a = 3m E = 200 GPa = 2 × 105 N/mm2 I = 70 × 106 mm4 Find slope and deflection…

Q: A W18 97 with Fy = 414 MPa is used as a compression member. The x length is 4m. Compute the nominal…

Q: ет В П эт joku/m 2m

Q: a. b. C. D 10 -10 ft- - 8 ft- 10 k -10ft 400 lb 6 ft 15 k P₂ -10 ft- 5 k -10 ft 10 ft E

Q: Find the strain value Change in length=0.2 mm Initial length=100 mm

Q: second-order irreversible elementary reaction 2A -> product is carried out in a batch reactor. It…

A: Given that, A second order reaction took 30 min to reach 90% conversion Time required to reach same…

Q: 2. A compound used in automobile antifreeze, is 38.7 % C, 9.7% H, and 51.6 % O by mass. Its molar…

A: If we assume we have 100 g of the unknown, then %'s become grams and we then find moles of each…

Q: For the truss shown, determine the force in member BD, member CD and member DE. Report answers as a…

Q: Q5. Determine the pressures at points A, B and C. The containers are filled with water. 4 ft Air 2…

A: Given data in question Depths 2, 4 and 3 feet Fluid = water To find out Pressure at A, B and C

Q: A eight-sided figure in which the sum of the interior angles = 1080°-00'-25" was completed. What…

Q: Route 1 has a free flow travel time of 10 minutes and the average travel time on this route…

Q: Problem 1. Two tangents having an azimuth of 265° and 289° respectively intersect at station…

A: We have find new tangent distance, radius of the new curve and stationing of new PC. in this…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A
A
H
B
3m B
J
20 kN/m
D
6 panels @ 3 m
TOS-001
TOS-002
E
K
F
5 kN/m
с
2 m
D
G
4 m

PROBLEM 1
For the truss shown in TOS-001, it is being analyzed using the influence line diagram.
If a moving load is composed of three components 4 kN, 8 kN and 3 kN, separated
by a distance of 3 m and 5 m respectively between each load. Compute the max.
tensile force of member DI in kN.
PROBLEM 2
For the 11-meter- beam is loaded as shown in TOS-002, compute the following:
a. The magnitude of 6Aa/L if El is constant.

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

VIEW

Step 2 Influence line diagram for the member DI

VIEW

Step 3 Maximum tensile force in member DI

VIEW

Step 4 Final Step

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 5 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

In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?
A beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 m
Determine the shear force V in the beam at the point located 2.50 m to the left of point C. The ground reactions and shear-force diagram are shown. -30.6 kN -48.2 kN -57.2 kN -38.2 kN -40.9 kN
From the given beam in the figure, compute the maximum moment (kN-m, magnitude only) at C due to a uniform dead load of 14 kN/m, uniform live load of 14 kN/m and a concentrated load of 96 kN by influence lines. Use a = 3 m., and b = 10 m.
Determine the max positive shear that can be developed at point C in the beam due to concentrated moving load of 4000lb and a uniform moving load of 2000lb/ft
look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/m
My Reg.no: 5395 Q.3 a) Develop qualitative and quantitative influence diagrams vertical reaction at C, shear at B and moment at A in the beam shown figure-5. b) Using the influence line develop for moment at A in the beam shown figure-5, Determine the position of a series of three concentrated loads to maximize the moment at A.
Determine the magnitude of the projectedcomponent of the force F = 300 N acting along line OA.
A 5 m long cantilever beam carries a uniform load of 5 KN/m on the 3 m portion of the beam from the free end and a counterclockwise couple of 60 KN -m acting at 1 m from the fixed support. Which of the following nearly gives the value the vertical reaction at the fixed point in KN and the value of the moment at midspan? Vertical fixed point: a. 15kn b. 20kn c. 5kn d. 10kn moment at midspan a. 22.5kn b. 45kn c. 15kn
From the given beam in the figure, using a uniform live load of 16 kN/m and a concentrated live load of 91 kN. Compute the maximum negative shear (kN, include sign) at C by influence lines. Use a = 3 m., b = 1 m., and c = 5 m.
How to solve for the shear and moment diagram Wu = 250 kN/m
Q.6. A simply supported beam 6 m in span is supported at A and B. The beam is carrying a uniformly distributed load of intensity 20 KN/m over the whole span. A concentrated load of 80 KN (point C) at a distance of 2 m and a clockwise moment of 50 KN-m (point D) at a distance of 4 m from the left support A respectively. Find the slopes at the supports and the deflections at points C & D. Also find the maximum deflection in the beam. El constant.