Determine the slope and deflection at point b of the beam shown by moment-area method

Q: Problem 1.1 The following data are given for a specimen of soil: M = 221 g, M, = 128 g, Gs=2.7, Sr=…

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Q: 200 lb Part A 100 lb/ft 4 ft 300 lb-ft ---10-- Draw the shear diagram for the shaft. The support at…

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Q: Problem 5 Draw shear force and binding moment diagrams for the following beam 1t/m 6m Fig. 3.31 2m…

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Q: Problem No. 1 A flexible pavement for an urban interstate highway is to be designed using the AASHTO…

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Q: Draw the compaction curve using the following given data from a standard Proctor test. 2. From…

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Q: A cohesive soil was tested in natural state and in remoulded state. If the cohesion of soil in…

A: Given data: Cohesion of soil in natural state, cn=40 kNm2. Cohesion of soil in remoulded state,…

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Q: A steel rod of 20 mm diameter is used as a tie member in the roof bracing system and may be…

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Q: 9-3 Does the beam shown in Fig. P9-30 satisfy the ACI Code crack control provisions (Section…

A: ACI Code: The ACI code consists of the specifications and methods used in construction. In the ACI…

Q: 4. Given: Vicat test data for a cement paste sample, Find: a. The initial set time, b. The final set…

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Q: Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K J I…

A: Given data:

Q: Water flows in a rectangular channel at a depth of 1.5 m. A 30 cm high smooth bump produces a drop…

A: Given: Depth of flow at upstreamy1=1.5 m Height of hump∆Z=30 cm=0.3 m Energy loss∆E=15 cm=0.15 m…

Q: A water treatment plant of capacity, 1 m³/s has filter boxes of dimensions 6 m x 10 m. The loading…

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Q: Percent Passing (by weight) You are provided the mechanical sieve/hydrometer and Atterberg Limit…

A: Given: Soil LL PL 1 68 19 2 39 31 3 NA NA To find: The soil classification with the…

Q: Homework Draw the Axial Force Diagram (NFD), Shear Force Diagram (SFD) and Bending Moment Diagram…

A: Given data:-

Q: Use slope-deflection method. the final answer must have 4 decimal places Using any method, calculate…

A: A continuous beam fixed at A and roller supported at B, C, and D. Length of AB = 20ft Length of BC =…

Q: As a follow question to the follow question. Could you explain in detailed how you came about the…

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Q: A soil sample taken from a borrow pit has a natural void ratio of 1.15. The soil will be used for a…

A: According to given data  A soil sample taken from a borrow pit has a natural void ratio of 1.15. The…

Q: The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table…

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Q: Based on the bridge truss show below determine the force acting at members DF, GI, and LM using…

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Q: 120 KN Į B -6m- I |--4m 6 m 120 kN D m 21 E = 200 Gpa I= 500 (106) mm² E b 150 kN ↓ m F

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Q: 30. An A992 W21×111 is used as a column in a building to support a dead load of 120 kips and a live…

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Q: A rolled I-section beam is supported on a 75 mm wide bearing plate as shown in the figure. Thickness…

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Q: Given truss a.) compute the reactions Ay, Gy force b.) det. the at bars BC, A B 300 с 32m D ✓100kn…

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Q: An average American consumes approximately 10% kJ of energy per day. The average life expectancy of…

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Q: A simply supported beam of span 6 m carries an ultimate UDL of 25 kN/m. The plastic moment capacity…

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Q: A hydraulic turbine develops 1000 kW power for a head of 40 m. If the head is reduced to 20 m, the…

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Q: Determine the forces in members BE and CE of the loaded truss. 5 kN

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Q: Example 2.16 A 2.5 m wide rectangular channel carries 6.0 m³/s of flow at a depth of 0.50 m.…

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Q: Classify the soil according to Unified soil classification. Explain each classification

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Q: 1. Draw the shear and bending moment diagram and determine the slope and deflection at point B of…

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Q: 4. The cross-sectional dimensions of the beam shown in Figure are d = 5.0 in., br= 4.0 in., tr= 0.50…

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Q: The design shear resistance, Vpl.Rd of a fully restrained simply supported Universal Beam with yield…

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Q: For the cantilever beam shown in the figure, what will cause zero deflection at A? ANS. P=112.5 A P…

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Q: 1. Compute the force in each member of the Warren Truss shown using Method of Joints. USE 2 DECIMAL…

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Q: 1. A. Determine the slope and deflection at the free end using method of superposition.

A: Given  Concentrated Load =70 KN   Note  According to the company guidelines i am able to answer the…

Q: What is the hillslope's factor of safety to the nearest tenth when the water table has a height of…

A: A 3 m deep soil is given with the following properties Density ρ= 1600kgm3 Cohesion, c = 18 kPa…

Q: 2. Determine the member end moments and reactions for the frame shown. B 1.5 k/ft 20 ft El constant…

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Q: In the figure below, Gate A/B/C is 1 m square and is hinged at B.  Calculate the depth of water…

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Q: A beam with the cross-section shown is subjected to a vertical shear of 28 kN. Determine: (a) the…

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Q: Consider the given figure. C MA |A B hinge C RC +3'. D Assuming that the span can be loaded with a…

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Q: Find the Y location of maximum shear stress.

A: To find the location of maximum shear stress for the section shown in the figure.

Q: If the pitch is 60 mm and rivet value is 40 kN, the number of rivets required for a riveted…

A: Given- Pitch p=60 mm, Load P=150 kN, Eccentricity e=300 mm=0.3 m, Rivet value Rv=40 kN,

Q: 2. Knowing that all = 24 ksi and Tall= 14 ksi, select the most economical wide flange shape that…

A: Given   Allowable bending stress= 24 KSI  allowable Shear stress= 14 Ksi

Q: Calculate the total amount of time required to reduce the number of particles by 60% for macroscale…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.