Influence Line for Beams. a. For the beam shown in Figure 3 C 1. Draw the influence for shear at D; 2. Draw the influence line for bending moment at A; 3. Draw the influence line for bending moment at D: 5m A 4 m Figure 3 D 6 m B

Influence Line for Beams. a. For the beam shown in Figure 3 C 1. Draw the influence for shear at D; 2. Draw the influence line for bending moment at A; 3. Draw the influence line for bending moment at D: 5m A 4 m Figure 3 D 6 m B

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

See similar textbooks

Related questions

Q: A fluid's viscosity and unit weight are reduced to 60% and 80%, due to increase in temperature. If…

A: Given data- Fluid's viscosity & unit weights are reduced to 60% & 80%, All other parameters…

Q: Unit weight of 150mm slab thickness: 23.5 kN/m3 Ceiling loads: 1.4 kPa Equipment loads: 3 kPa Beam…

A: Given: Slab thickness, t = 150 mm Unit weight, γ=23.5 kN/m3 Ceiling loads = 1.4 kPa Equipment loads…

Q: A soil has liquid limit 65%, plastic limit of 30% and shrinkage limit of 25%, and it has natural…

Q: A 16 x 24 section is used as a simply supported RC beam on a span of 30 ft. The beam is subjected to…

Q: For a given sandy soil the maximum and minimum void ratios are 72 and 0.46, respectively. If Gs =…

A: Given data in question Max and min void ratio 0.72 and 0.46 Specific gravity 2.68 Water content 11%…

Q: 4kN B 5m A 00 5m D с 4m

Q: A Determine the maximum deflection beam shown. Use Double Integration method SOKN 90kw Lam 3 ☆ gm D

A: Given Length of beam = 24 m

Q: *4-36. The composite bar consists of a 20-1 A-36 steel segment AB and 50-mm-diamet C83400 end…

Q: If the maximum bending moment of a simply slab is M kg. cm the effective depth of the slab is: (It…

A: Given that :- If the maximum bending moment of a simply supported slab is M kg.cm Q is M.R factor To…

Q: Problem 3 An equal-leg angle L8x8x5/8 tension member is subjected to tensile loads. The connection…

Q: Pb 1- A sample of soil has a volume of 1 liter and a weight of 17.5 N. The specific gravity of the…

A: First we summarise the given data : Volume of soil sample = 1 Litre Weight = 17.5 N Specific Gravity…

Q: 6-1. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the…

Q: 14. Why can't the ACI shear and moment coefficients be used for the bearn shown? 20 kips I 9 kipst L…

A: The ACI shear and moment coefficients cannot be used for the beam shown because

Q: A five-story building has interior columns spaced 8m apart in two perpendicular directions. Given…

A: Given data:- Roof :DL = 5 Kpa & LL=0 Floor: DL = 7 Kpa ( each floor) LL= 2.4 Kpa (3rd,4th and…

Q: A 20-foot-long W8 x 67 is suspended from one end. If the modulus of elasticity is 29,000 ksi.…

Q: A smooth vertical retaining wall supporting layered soils is shown in figure. According to Rankine's…

A: Given data- A smooth vertical retaining wall as shown in figure- 2 layers of soils with different…

Q: The beam is subjected to the distributed load and the couple shown. If M is slowly increased…

A: Given, Beam subjected to combination of UDL and UVL

Q: The given 12.4 m beam has the following loadings w1 = = 24 kN/m w2 = 24 kN/m P1 = 86 kN w1 kN/m A…

Q: The boom is intended to support two vertical loads, F₁ and F₂. If the cable CB can sustain a maximum…

A: A is a hinged point. The cable can take maximum tension of 1410N. Also, F1 =2 F2 To determine The…

Q: If F₂-150 kN amd N-55°, determine the magnitude and orientation, measured clockwise from the…

A: Given: Required : Magnitude and orientation of resultant force

Q: A 40 cm diameter concrete pile, is driven to a depth of 15 m in a deep deposit of clay having…

A: Given- 40 cm diameter pile,depth =15 m,UCS=80 kN/m2,FOS=3,α=0.8 It is needed to find the design load…

Q: Derive the equation for deflection of the following beam by the double integration method. (b)…

Q: The 60-mm-diameter solid shaft is subjected to the distributed and concentrated torsional loadings…

Q: Problem No. 1 A circular foundation 2 m in diameter is shown in Figure. A normally consolidated clay…

Q: A load of 1950N is raised at the end of a steel wire. The minimum diameter of the wire so that…

A: Given data :- Load = 1950 N Stress = 100 N/mm2 Calculate the minimum diameter of the wire

Q: Variation of water depth (y) in a gradually varied open channel flow is given by the first order…

Q: A steel bar 2 m long, 20 mm wide and 15 mm thick is subjected to a tensile load of 30 kN. If…

A: Given data- Length L=2 m, Width b=20 mm, Thickness t=15 mm, Tensile load P=30 kN, Poisson's ratio…

Q: A PFR is designed to treat incoming waste water containing 7.33 mM of H2S at a flow rate of 100…

A: Given:- The concentration of H2S inside incoming waste = 7.33 mM The flow rate of incoming waste =…

Q: Determine the Force in Member CD of the simple truss shown. 9ft 12tt B 12ft E O a. 160lb,…

Q: A vertical bar screen is constructed of 20-mm diameter bars that have a clear spacing of 25 mm.…

A: Given data: Diameter of bars=20mm Clear spacing between bars=25mm Approach velocity, Va=1 m/s It is…

Q: A vehicle has a wheelbase of 6.5 m. What is off-tracking while negotiating a curved path with a mean…

A: Given data :- length of wheelbase = l = 6.5 m Radius of curve = R = 32 m To calculate the…

Q: A hollow shaft of external and internal diameters as 100 mm and 40 mm respectively is transmitting…

A: Given - External diameter, D = 100 mm Internal diameter, d = 40 mm Transmission of power, N = 120…

Q: The gel space ratio of a concrete sample is given as 589. What is the theoretical strength (N/mm2)…

A: Given that :- Gel space ratio of a concrete sample is defined as the ratio of volume of hydrated…

Q: A rice farmer needs to fill a 150 m \timesx 400 m field with water to a depth of 7.5 cm in 1 hr. How…

Q: Glaciation of a region results in profound changes to underlying materials and topography. Provide 3…

A: Given question has asked (1) Topographical and material changes by Glacier. (2) why these changes…

Q: 1 Determine the uniformly distributed load along the beam due to weight of the beam (Dead Load)…

Q: C 5m A * 4m D 6m B

A: Using Muller Breslau Principle to draw the ILD for given internal/external . For bending moment ILD…

Q: 1. Observers stationed at two sections XX and YY, 500 ft apart on a highway, record the arrival…

A: Given: L = 500 ft T = 15 sec Vehicle Section XX Section YY A To To+7.58 sec B To+3 sec…

Q: When the moisture content of a soil is 26%, the degree of saturation is 72%, and the moist unit…

A: Void ratio is the ratio of volume of void to the volume of soil.

Q: Solve the following problems 1. A concrete has a height of 5 meters and has unit area of 3 m². It…

Q: wood is The 6 x 12-in. timber beam has been strengthened by bolting to it the steel reinforcement…

A: Given, Ewood = 1.8 x 106 psi Esteel = 29 x 106 M= 454 kip in

Q: A lake with no outlet has a steady state volume of 5 x 1011 m3, the salt concentration in the lake…

A: Given, V = 5 x 1011 m3 C = 100 gm/L Qin = 3 x 109 m3/year Cin = 0.2 gm/L

Q: The cantilever beam is loaded with Pupward concentrated load acting at distance s from the free- end…

A: Answer We are given distributed load intensity W = -7x + 63 At x = 0(free end) we get W = -7(0)+ 63…

Q: A 10 mm diameter steel wire is coiled to form a close coiled helical spring having 8 nos. of coils…

A: Given - Diameter, d = 10 mm Mean diameter, = 75 mm ∴ R = 752 mm Stiffness = K , Nos. of spring, n…

Q: A first-stage flocculator uses a six-bladed Rusthon turbine 2 m in diameter rotating at 25 rev/min.…

Q: YOU GOT THE ANSWERS WRONG, PLEASE REATTEMPT THEM

A: Given: Maximum tension in cable = 1410N F1 = 2 F2 Required : F2 and F1 and reactions at A

Q: The BOD rate constant (K) for a river's BOD assimilation was determined to be 2/day (base e). The…

Q: Q.10 A thin cylindrical shell of internal diameter 'D' and thickness 't' is subjected to internal…

A: Given data- A thin cylindrical shell- Internal diameter=D, Thickness = t, Internal pressure = P, To…

Q: The strain in member AB was measured to be 8.9 x 104. If the member is an L3 X 2/2 x 1/4 of A36…

A: The following is the given information. Strain in member AB, ε=8.9×10-4 For A36 steel, Young's…

Q: Problem Statement Based on Problem 5-87 from the textbook. Both pulleys are fixed to the shaft and…

Concept explainers

Graphical Methods

The graphical method is a method of solving equations involving more than one variable using the Cartesian coordinate system. In civil engineering, the use of the graphical method is limited to the problems involving two variables. The graphical method has a great impact in solving the questions regarding engineering mechanics.

Question

11:03
Influence Line for Beams.
a. For the beam shown in Figure 3
C
1. Draw the influence for shear at D;
2. Draw the influence line for bending moment at A;
3. Draw the influence line for bending moment at D:
5m
|||
A
4 m
4.00
KB/S
Figure 3
. .... .... 76
6 m
B

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

PLATE # 3 CALCULATE Oo AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GATE BEAM METHOD 5KN/m 20KN 30 KN M 2m 2m 2m 2m Im 21 E CONSTANT
Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN X kN 2m 1 F 2m B 10 + B 1. What is the reaction at A? (kN) 2. What is the reaction at B? (kN) 3. What is the deflection at a point 2 m from A? (N/m³)/EI 4. What is the deflection at a point 2 m from B? (N/m³)/EI 5. What is the slope at a point 2 m from A? (N/m²)/EI 6. What is the slope at a point 2 m from B? (N/m²)/EI 7. At what distance from A will the maximum deflection of the beam occur? (m) 8. What is the maximum deflection on the beam? (N/m³)/EI
3. Determinethe deflection at the midspanof the continuous beam shownby using Three MomentEquation 30 KN/m A D В - 10 m 10 m -10 m E = constant E = 200 GPa I = 700 (106) mm4
Questions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-m
3. Find the value of Ely at the position midway between the supports and at the overhanging end for the beam shown and also determine the location of maximum deflection. 400N/m boON 1m 3m 2m 2m Det the mid support deflectuon + the deflection if E = 200 G Pa M2 HWT I: 1350 x 10° mm4 12:00 T0on - FRI 12 noom 5ON 100 N /m b) EI 8 mid span = ? El 8 over hang
Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner
2) The box beam is constructed from four boards that are fastened together using nails spaced along the beam every 2 inches. The beam is subjected to a maximum internal shear force of 475 lb. a) Locate the neutral axis and compute the moment of inertia for the cross-section in in*. [Ans. to check: 1 = 197.7 in¹] b) Calculate the first moment of area in in³ at each of the two connection interfaces (i.e. once for the top flange and once for the bottom board). Draw a clear sketch of the cross-section showing the neutral axis and the necessary dimensions to calculate the first moment of area. [Ans. to Check: Qtop = 31.2 in³] c) Compute the shear flow occurring between the wood and the nails at each of the two connection interfaces in lb/in. [Ans. to Check: qbottom = 49.0 lb/in] d) Design the section by choosing the required shear strength of the nails (in lb). Check both interfaces but choose only one assuming you would like to use the same nails for the entire beam. [Ans. to check: 75 lb…
Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN/m 10 m 9. What is the reaction at A? (kN) 10. What is the deflection at a point 2 m from A? (N/m³)/EI 11. What is the deflection at a point 2 m from B? (N/m³)/EI 12. What is the slope at a point 2 m from A? (N/m²)/EI 13. What is the slope at a point 2 m from B? (N/m²)/EI 14. At what distance from A will the maximum deflection of the beam occur? (m) 15. What is the maximum deflection on the beam? (N/m³)/EI
Determine the required magnitude of the couple moments M2 & M3 and so that the resultant couple moment of the system shown in Figure Q6 is 052 N.m? M2 45° M3 M = 300 N-m w] TOSHIBA F5 F6 F7 F8 F9 F10 F11 F12 INS SCROLL L &.
Problem 3 Analyze the simply supported beam loaded and supported as shown: 1200 N 800 N В AA 2m 2 m 1 m Question 9 Determine the deflection at the point of application of the concentrated load. Ans.: ElS = Blank 1 N.m? Blank 1 Add your answer Question 10 Determine the location of the maximum deflection from the roller support along the beam. Ans.: Blank 1 m Blank 1 Add your answer Question 11 Determine the angle of rotation at the point of application of the moment. Ans.: El0 = Blank 1 N.m? Blank 1 Add your answer
7. A steel bar of 25 mm diameter is acted upon by forces as shown in Fig-2. What is the elongation of the bar? Take E - 190 GPa. 60 kN4 A A ا 20KN B C 30 kN B C -2m-1m 3m 2* Figure-2 D D 50 KN
Problem 1. A compound beam shown in the figure is fixed at point A, connection at B is a pin and C is a roller. ски/т 8KN.m B 6m 4.5m 3. Calculate the reaction at C a. 7.3kN O b. 4.78kN c. 1.78kN d. 10.56kN