Determine the influence line for member IH and the maximum shear of member IH when a series of three concentrated loads from the truck are moving from right to leftThank you in advanced for your clear explaination :D The truss bridge can be used for vehicle type of 3- axle rigid truck and below only. Analyse, andconvince that the bridge is saved for vehicle type of 3-axle rigid truck.HG10 mThree-axle rigid truckKLM100 KN250 KN150 KN10 mBE4 m10 mAF5 panels at 20 m = 100 m

ILD for the force in member IJ Cut a section 1-1 shown in fig Case 1 ; when unit load is b/w some…

The truss bridge can be used for vehicle type of 3- axle rigid truck and below only. Analyse, and convince that the bridge is saved for vehicle type of 3-axle rigid truck. H G 10 m Three-axle rigid truck K L M 100 KN 250 KN 150 KN 10 m B D 4 m 10 m A F 5 panels at 20 m = 100 m

The truss bridge can be used for vehicle type of 3- axle rigid truck and below only. Analyse, and convince that the bridge is saved for vehicle type of 3-axle rigid truck. H G 10 m Three-axle rigid truck K L M 100 KN 250 KN 150 KN 10 m B D 4 m 10 m A F 5 panels at 20 m = 100 m

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 rigid bar AB, attached to aluminum and steel rods, is horizontal before the load P=151 kN is…

A: Finding out displacement at C.

Q: A simply supported beam of length 6m carries a point load at the centre of the beam such that the…

A: Given data : Maximum bending moment (MMax)=12 KN-mLength=6 mFlexural rigidity=E×I

Q: A RC column of square cross-section (450 mm x 450 mm) has its column load-moment interaction diagram…

A: Given data,Width of column =450 mmDepth of column =450 mmThe maximum eccentricity at which a…

Q: A steel column in a building of 6 m length carries a design axial load of 1200 kN. It is built up of…

Q: The beam with, cross section shown, is subjected the load shown. Using E=200 GPa, determine the…

A: Maximum deflection occurs at the farthest point from the support. In spite of two support points, it…

Q: A flat slab is supported on 600 mm dia circular columns spaced 8 m x 6 m apart in both directions.…

Q: Solve the angle of twist on a solid shaft, with 5cm radius and 50cm length, if the torque applied is…

Q: A flat slab is supported on 600 mm dia circular columns spaced 8 m × 6 m apart in both directions.…

Q: Using the Area Moment Method. What is the reaction components of the beam? Whereas, E=200GPa…

A: The effect of a fixed support may be replicated by adding an imaginary span to the right side of the…

Q: Three wheel loads rolls as a unit across a 12-m span. The loads are A = 15 kN; B = 25 kN, 2 m to the…

Q: I. Single-choice questions.: 1. Crowd load is a kind of . ( ) A. Permanent action B. Variable…

Q: he beam AC is assured to be rigid and - supported as shown. If deflection at free end is 3 mm. /hat…

A: E=200GPa

Q: PROBLEM A: Design the depth of a rectangular beam to carry a uniformly distributed load of 10 kN/m…

Q: following multi-span beams. |20 kN B 10 kN 2 kN/m 3 m 3 m mi 4 m 题3.25 图

Q: 9.) In Fig. 37, calculate the width of concrete dam that is necessary to prevent the dam from…

Q: 2) How large are the reaction forces and bar forces in the given jib? Given: F1 = 20 kN, F2 = 10 kN,…

Q: Three wheel loads rolls as a unit across a 12-m span, The loads are A+ 15 kN: B 25 kN. 2 m to the…

A: PC = 15KN PD = 25KN PE = 50KN

Q: For the continuous beam shown, determine the plastic moment capacity. L, = 6 m, L2 = 8 m, L3 = 5 m,…

Q: A cantilever beam of span lcarries a concentrated load Pat its free end. Which of the following…

Q: Current Attempt in Progress The cantilever beam consists of a rectangular structural steel tube…

Q: The beam of negligible weight is supported horizontally by two springs. If the beam is horizontal…

Q: 3 kN/m 3 m в с 1 m

Q: 600 N/m 600 N/m 2 m 1 m 2 m R1 R2 Find the deflection at mid-span

A: To find the deflection at mid-span, using the double integration method. In the double integration…

Q: The inverted T-beam supports the loads as shown in the figure. Using E=200 GPa, a=25 mm, b=180 mm…

A: Double integration method is that it produces the equation for the deflection everywhere along the…

Q: A distributed loading of p = (800x ) Pa acts over the top surface of the beam shown . Determine the…

A: Given :- b=0.2 m P=800xPa L=9m To find:- FR, Free Body Diagram:-

Q: A flat slab is supported on 600 mm dia circular columns spaced 8 mx 6 m apart in both directions.…

Q: The end of the boom O is subjected to three concurrent and coplanar forces. Determine the magnitude…

A: Schematic diagram of the given problem:

Q: Determine (a) the equation of the slope and deflection of the elastic curve for the simply supported…

A: Structural design is a sub-discipline of Civil Engineering and is likewise alluded to as the…

Q: A steel column carries an axial load of 819 kN and a moment of 63 kN-m at the top and moment at the…

A: Given : Axial load = 819 kNTop moment = 63 kN-mBottom moment = 70% of top moment…

Q: Three wheel loads rolls as a unit across a 12-m span. The loads are A = 15 kN: B = 25 kN, 2 m to the…

A: To Find :- moment at A in kNm

Q: Q2] Determine the value of W that may cause the pinned column AB with the pipe section shown to…

Q: The rigid hamogeneous concrete slab weighing 800 kN is supported by three (3) rods of identical…

Q: A 10-m long simple beam carries a load that varies uniformly from zero at the left support to 12…

Q: 2. Determine the force member CJ. 3.10 m D → 3.5 kN E 3.72 m F 3.72 m В JI 3.72 m А H K 6.2 m 6.2 m…

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

A: Given- The given situation of the question is shown below in the diagram- It is needed to find the…

Q: 1200N/m 900 N/m A B "a" 2.00 m 2.00 m

A: This question belongs to subject strength of material. In this question find out load intensity and…

Q: A truck with axle loads of 20KN and 30KN on a wheel base of 2.5m rolls across a 5-m span. If the…

Q: A 40 kN/m -8 m B. 3 m 20 kN 150 kN.m

Q: The end of the shown boom O is subjected to three concurrent and coplanar forces. Determine the…

Q: Design an l-section purlin, for an industrial building situated in the outskirts of Allahabad, to…

Q: EXAMPLE 6. A simply supported beam of span 20 m carries two concentrated loads 4 kN at 8 m and 10 kN…

A: Consider the free body diagram of the beam as shown below.

Q: The floor system of a residential building consists of 125mm thick concrete slab (unit weight = 23.6…

Q: 2) How large are the reaction forces and bar forces in the given jib? Given: F1 = 20 kN, F2 = 10 kN,…

Q: the closed cylindrical tank is filled with milk, for which density = 1030 kg/m^3. if the inner…

A: Given:- The density of the milk = 1030 kg/m3 The inner diameter of the tank = 1.5 m The…

Q: A truck with axle loads of 20KN and 30KN on a wheel base of 2.5m rolls across a 5-m span. Compute…

Q: Three wheel loads

Q: A typical cross-scction of a reinforced concrete T-beam is shown in the figure below. The beam is…

A: T beam is the beam with a wide flange and the web with high depth.In the beam, the T beam can be…

Q: Three wheel loads rolls as a unit across a 12-m span. The loads are A = 15 kN; B =25 kN, 2 m to the…

Concept explainers

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

Question

Determine the influence line for member IH and the maximum shear of member IH when a series of three concentrated loads from the truck are moving from right to left Thank you in advanced for your clear explaination :D

The truss bridge can be used for vehicle type of 3- axle rigid truck and below only. Analyse, and
convince that the bridge is saved for vehicle type of 3-axle rigid truck.
H
G
10 m
Three-axle rigid truck
K
L
M
100 KN
250 KN
150 KN
10 m
B
E
4 m
10 m
A
F
5 panels at 20 m = 100 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 ILD calculation

VIEW

Step 2 ILD

VIEW

Step 3 maxi shear force

VIEW

Step by step

Solved in 3 steps

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

The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight =23.6KN/m^3) resting on the three 8m spanned RC floor beams spaced at 3.2 meters on center. Size of RC beam is 200mm x 450mm. NSCP load factors: 1.2DL & 1.6LL. Assume simple supports. Calculate the unfactored beam self weight in KN/m? express your answer in 1 decimal place.
A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = 21,000 MPa. a) Determine the value of Ma (DL+LL).
A flooring system consist of I-beam sections spaced at 3 m(center to center) and with simple spans of 6 m. The beams support a 200 mm thick slab. The flooring system is designed for a live load of 2400 N/m² as well as ceiling load of 750 N/m². The properties of the I-beam sections are : d = 352 mm, weight of beam = 440 N/m, moment of inertia , Ix = 0.0012 m⁴. Consider Fy = 248 MPa, E = 200000 MPa and wt. of concrete of 24 kN/m³. 1. Which of the following most nearly gives the uniform pressure acting on the slab? a. 6.2 kPa b. 7.95 kPa c. 5.2 kPa d. 6.10 kPa 2. Which of the following most nearly gives the total uniform load on the beam in kN/m? a. 19.71 kN/m b. 17.82 kN/m c. 24.29 kN/m d. 28.14 kN/m 3. Which of the following most nearly gives the initial stress on the beam due to deadload only assuming no shoring during construction? a. 12.1 MPa b. 8.91 MPa c. 10.4 MPa…
Homework1 Fig show a simply supported beam under a concentrated load and uniform load .2nd safety class ,the reduction coefficient required to calculate the design shear force Vand the characteristic shear V, at the end support. V=It7s G=10kN 91-6kN/m 8-8km 2000 2000 4000
An aluminum tube of length 8 m is used as a simply supported column carrying a 1.2-kN axialload. If the outer diameter of the tube is 50 mm, compute the inner diameter that wouldprovide a factor of safety of 2 against buckling. Use E = 70 GPa for aluminum.
: An aluminum tube of length 9.78(m) is used as column (fixed at both ends) carrying an axial load of 1303.674 (N). If the outer diameter of the tube is 58.68(mm),compute the inner diameter that would provide a factor of safety of 2 against buckling. Use E = 70 GPa for aluminum.
W12x65 is used as a column in a commercial building and supported at both ends by the fixed support and has a total height of 5.5m. If the column is A36 steel, determine the following: a. Euler critical load and stress
An aluminum tube of length 09.9(m) is used as column (fixed at both ends) carrying an axial load of 1319.67 (N). If the outer diameter of the tube is 59.4 (mm),compute the inner diameter that would provide a factor of safety of 2 against buckling. Use E = 70 GPa for aluminum.
A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2 Tw = 20mm. Fy= 415 Mpa Tf = 32mm. Lu= 8.5 m d = 340mm. Ix=5.16*10^ 8 mm^4 Iy= 1.65*10^8mm^4 E = 200GPA k = 1.0 Sidesway is prevented. Determine the ultimate design capacity of Column using NSCP 2015. Use Phi= 0.9.
A 6.20 meter long A36 steel column is subjected to an axial compressive load, P= 2500 kN and a lateral force, F as shown that caused bending about the strong axis of the column. Compute for the safe lateral force, F in kN. Use Fy = 250 Mpa Es = 200,000 Mpa, and Cm value equal to 1.0 155 mm 2500 kN 12 mm 3.10 m 250 mm tw- 10 mm F(kN) -12 mm
The floor system of a residential building (LL=1.9KPa) consists of 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8 m spanned RC floor beams spaced at 2.5 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Calculate the ultimate/factored live load in KN/m. Express your answer in 1 decimal place.
A steel beam having a simple span of 8 m is subjected to a moment M at the left end (Clockwise) and 25% of M at the right end (Counter clockwise). It has no lateral support and has the following properties: bf = 210 mm rt = 53 mmd = 533 mm, Sx = 2.06 x 20^6 mm^3tf = 16 mm Fy = 248 MPa a) Determine the allowable bending stress.