Answered: Q-1: Analyze the beam shown using…

Q-1: Analyze the beam shown using Moment Distribution with Modified Stiffness. (EI: Constant). 200 kN 37.5 kN/m 200 kN A F B D + 2m 2m 21 2m won 2m 4 m THE 4 m G

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: * Giren L₁= toom, D₁ = 50mm, L2= foom, D₂ = 100mm (Forall pipes) - 0.032, Find:. a-Discharge of each…

A: Asked: To determine- a- Discharge through each of the parallel pipes b- Equivalent diameter for a…

Q: 6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive…

Q: Q2: Calculate the live load on 200 mm thick reinforced concrete slab carrying the following…

Q: The water table in an unconfined aquifer was at 10m below ground level. The bottom of this…

A: Transmissibility, T = KH K - hydraulic conductivity H - aquifer thickness of water bearing material…

Q: Problem 1 Design a lighting column subjected to an axial compression force of 30 kN, using a CHS…

A: Given data:- Axial compression force, NED = 30 kN Length of column. L = 3 m Yield strength of…

Q: The indeterminate frame shown below is loaded with lateral forces applied on each level. USING…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Is normal fault affects and influence the tunnels? 2.

Q: Shown below are the results of water quality analyses of the Thames River in London. If the water is…

A: Answer We are given Alum dose = 58.5 mg/L Total alkalinity present = 130 mg/L We know that Alum…

Q: 2. Felicisima is a teacher for 10 years in one big private schools in Antipolo City. Her salary is…

A: Answer:

Q: A six-meter high stand-alone column, with fixed support at the bottom and pinned support at the top,…

Q: The soil is having unit weight of 20 kN/m³ and depth of foundation is equal to 1.2 m, If the net…

A: Given data: Soil unit weight, γ=20 kNm3 Depth of foundation, D = 1.2 m Net bearing capacity, qu=2532…

Q: 6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive…

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

Q: THE SHEAR AND BENDING MOMENTS DIAGRAM of the

A: the triangular load 30kN/m can be changed into Point load =0.5*30*3=90N Moment = 90*2 = 180N-m

Q: a. What of the values of A, B, C and D. b. Determine the grading characteristics of this soil. c.…

Q: = 1. You are traversing along a centerline, (S 45° 00' E), at Station 1+50, you establish a BC, for…

A: Traversing It's a method of surveying a route, such as a stream, path, or the edge of an outcrop,…

Q: A masonry wall of 190 mm thickness (1 brick length) and 3.04 m height will be built of solid bricks…

A: given- thickness of masonry wall=190 mm=0.19 m (for 1 brick length)height h=3.04 m

Q: For the following beams, draw the simplified free-body diagram and below it the shear and bending…

Q: 10 What parameter must be strictly considered when designing the length of straight/tangent between…

A: Following is required answer :

Q: Q2: Draw Shear Force (S.F.D) and Bending moment diagram (B.M.D) for the beam as shown in figure.…

A: Given data in question Load Moment Span member length To find out SFD BMD

Q: In the figure, the homogeneous bar AB has a mass of 5 kg and is fastened by a frictionless pin at A,…

Q: A W18 x 71 beam (d | = 18.5 in, tw = 0.495 in, bf = 0.495 in, bf = 7.64 in, tf = 0.810 in, k = 1.21…

Q: Unit / GPA Unit / Mpa Unit / Kpa Unit / Pa

A: This question is from Strength of Materials.

Q: Q1// Complete the leveling table given below. If an even upward gradient of lin 20 starts at station…

Q: Q1:-Answer the following statements with (True) or (False), only) 1-The Bernoulli's equation is a…

A: 1. False P1+ 1/2 ρV2 1 + ρgh1 =P2 +1/2 ρ V2 2 + ρgh2 It doesn't depend on area 2. True 3. True…

Q: Q2// To find the cross-section of a stream water, the following observations were taken in a level…

Q: Q3:- Design an overflow spillway section for a design discharge of 4820 m³/s. The upstream water…

Q: Q1) Water flows through a vertical contraction (venturi) section. Piezometers are attached to the…

Q: Three reservoir have pipes that meet at a point of elevation 0 m. Their characteristics are as…

Q: Draw the shear and moment diagrams for the cantilever beam shown and determine the maximum absolute…

Q: C- During preliminary treatment of a sewage, the following poll removed: 1. Oil and grease are…

A: During preliminary treatment of a sewage, the following pollutions are removed: 4.All the above.

Q: 2.40 Three steel rods (E = 29 x 105 psi) support an 8.5-kip load P. Each of the rods AB and CD has a…

Q: Sieve and Atterberg limits tests Wt. of sieve (gm) Wt. of sieve + Soil (gm) 450 518 378 420 L.L =…

A: The given data is shown below:

Q: ine the value of pressure at dept from top of water.

Q: The composite member is shown in the figure. If the rigid bar remains horizontal after the loading…

A: Given data Steel member properties Es = 200GPa = 2 × 105 N/mm2 As = 700 mm2 Ls = 500 mm αs = 11.7…

Q: vs from A d loss is as B = 0.45 v St to

A: solution of above problem is below:

Q: 3: A semicircle of diameter 20 km with an equilateral triangle of side 20 km below its diameter is a…

Q: Q2:If allowable stresses are at = max. value of W. W 2m 8m 165MPa, oc = 100MPa t = 70MPa determine…

Q: 1 m mA R₁ 4 kN/m 4 m T R₂ 2 KN m 2 m 4 m 2 KN 1 m R3 3 m 6 kN/m V4

A: Fixed End moments: Span AB: MfAB = -wL212=-4×4212=-5.33 kN.m MfBA = wL212=4×4212=5.33 kN.m Span BC:…

Q: Directions: Identify the required measure of position. A 30-item Math test was administered among 20…

A: Answer We know that Measure of Position enables us to measure or compare an item of the data to…

Q: If F1=100 lb and F2=200 lb, determine the magnitude and coordinate direction angles of the resultant…

A: Given A set of forces. Required Magnitude and coordinate direction angle of couple

Q: the deflection at B by integnition method A 2 1.5 B TELE C loku D

Q: Ex 12.1: the maximum allowable soil salinity at root zone 9 mmhos/cm, find the leaching requirements…

Q: From the OBSERVED set of data of a closed compass traverse shown, determine the: a. Bearing of each…

Q: H.W.: In a furrow irrigation system, the flowrate entering the furrow is 1.3 L/sec, function of…

Q: The equal bars AB and CD are free to rotate about pins in the frame. The bar BD is equal in length…

Q: What is the Open Systems Interconnection reference model and how does it work?

A: The term OSI Model is fully named as the Open Systems Interconnection Model. It is a conceptual…

Q: A rod of dimension 20 mm x 20 mm is carrying an axial tensile load of 10 kN. If the modulus of…

A: given force F=10 kNE=250 MPacross section area A=20 mm×20 mm

Q: it is a water level that is measured at any point during pumping. It is also refered to as a…

A: it is a water level that is measured at any point during pumping. It is also refered to as a…

Q: a. By equation Method, Draw shear force and bending moment diagrams. b. Draw bending stress…

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

Q-1: Analyze the beam shown using Moment Distribution with Modified
Stiffness. (EI: Constant).
200 kN
37.5 kN/m
200 kN
A
F
B
2 m 2 m
2m 2m
THE
21
D
4m-4m-
G

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 3

VIEW

Step by step

Solved in 3 steps with 3 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

UAB = 1 wac = ? *16-60 The slider block C moves at 8 m/s down the inclined groove. Determine the angular velocities of links AB and BC, at the instant shown. Cotohon around a fixed ³8 = WAR X PAB cand off = _WAB K x (2i) = -2WABj →general plane of motion → √₂ = vc + BCB/C - 2 m -2WABJ = 8 sinus 18 twBck * 25 FB/1C 45 A 45° TAB WAB # B ль BIC 2 m SUBC с 45 Vc = 8 m/s 8 $145 T
M 1::ro H.W.5.png > determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips A Figure (1) 21 в E=29000ksi -1000in 15.0f -15.0t II
wo (a) Obtain the total elongation of a steel bar of cross-sectional Area 1250mm² acted 2. by forces indicated in the diagram below. E=205,000N/mm2 15N- SN 20N.. 40N 15N 1.5m 1.5m 3m 1m
EI = 3 * 10 KN.m² Q₁/ For the beam shown in fig. (1). Find all moments (Use S.D.M.) 100KN 20KN/m 20KN I 21 5m A 0.02 hadd 2m 2m B. 15mm Fig. (1) 1.5m
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
Homeworks: A steel shaft of two segments AB and BC which are rigidly fastened at B Determine: 1) Reactions at A and C. 2) Maximum angle of rotation. 1000N. mn/mm 4m 100mm S0mm 5mm
ZAIN IO N 80% 3:47 zain 1Q determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips A C Figure (1) 'B E=29000ksi F1000in 21 -15.0ft 15.0A Share Favourite Edit Delete More ...
110% Problem 2: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it. 2875N 1000N 300 40cm 25cm 5000N :-
9.6-1 A cantilever beam AB is subjected to a uni- form load of intensity q acting throughout its length (see figure). Determine the angle of rotation 6, and the deflection & at the free end. IA B L-
Analyze and determine the reactions for the frame shown using Slope-Deflection Method. The moment of inertia for span AB is twice that of span BC. 150KN I50 KN B to I 45 KNm 21 6m 3m 3m
3- Determine an expression for the natural frequencies and mode shapes of the shaft. p. J, G TTTTm
. TOTAL DEFLECTION at JOINT H OF THE TRUSS SHOWN BELOW. CROSS SECTIONAL AREAS MEMBER GRE SHOWN. E 200 GPG AND THE SAME 200KN G (wwoosz) 327 kN D (2500 mm²) A (1300 mm) (1500mm²) (1600mm²) A (1500mm²) (1500mm²) 2m (wwODSH) B (1500 mm²) 1500 mm") E = 200 GPa FOR ALL MEMBERS. 200KN 2m (1500 mm²) H (2500 mm²) (2500 mm ² 4m 4m OF EACH