Q1 Determine the member end moments and reactions for the frames shown below by using the slope-deflectionmethod.27 KN-1432E1C212110m-E constant5m5m

Answered: Image /qna-images/answer/d69e3409-28c7-45b3-ac91-4789f6d80a6b.jpg

Answered: Q1 Determine the member end moments and…

Engineering

Civil Engineering

Q1 Determine the member end moments and reactions for method. 27 kN->> M4IN-> E I C 21 21 n 5m 5m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter15: Slope-deflection Method

Section: Chapter Questions

Problem 22P

See similar textbooks

Related questions

Q: Match all the possible combinations between Column X (Cement compounds) and Column Y (Cement…

A: Cement has several components that are responsible for the different properties.

Q: Two discharge wells (1 and 2) penetrating a confined aquifer are pumped at constant rates of m³/day…

A: Given values: In a given aquifer, Well 1: Discharge, Q1 = 2927 m3/day Well 2: Discharge, Q2 = 821…

Q: AF = 8.5 lb force is applied to the handles of the vise grip (Figure 1). Figure Part A 0.75 in. NAF…

A: Given Data ForceF1=8.5 lbAngleθ=20° DistancesAE=1.5 inEC=1 inBD=4 in We are supposed to calculate…

Q: In a drained tri-axial compression test, a sample of sand fails at deviator stress of 150 kPa under…

Q: 15. An azimuth observation was taken on Polaris at eastern elongation. The instrument is then turned…

Q: The Westergaard method of crack analysis is closely related to the complex variable method of…

A: Given values: The set of K-M equations for stresses are: σxx=Re Z -yImZ'σyy=Re Z +yImZ'σxy=-yRe Z'…

Q: 6.32. Flow occurs over the spillway shown. De magnitude and direction of the horizontal force ex…

A: Y = 4’y = 0.6’ From continuity equation w = width Q = YwV = ywv4V = 0.6vV = 0.15vÂ As we know that…

Q: Example 15.5 In a flow through a rectangular channel for a certain discharge the Froude 2/3 numbers…

Q: A pretensioned prestressed concrete beam of span 6.8 m and of size 360 mm x 600 mm is subjected…

Q: A W250 x 32.7 section is used as a cantilever beam of length L= 6m. The bending stress is not to…

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

Q: 3) The overhanging beam supports the loads as shown in the figure. Determine the value Ely at point…

Q: The location survey of the proposed road passes through a rough terrain and crosses a small valley…

A: Fig a) Fig b)

Q: the instantaneous discharge velocity is

A: Given data, Changes in height of fluid tank, h1,h2 and h3which is negligible. Find the…

Q: curve is 10°. The curve has 7 intermediate stations between P.C. (10 + 300m) and P.T. After laying…

A: Given:- 5m full station curve=10 degree 7 intermediate stations P.C.(10+300m) To find:- Compute all…

Q: 3) The overhanging beam supports the loads as shown in the figure. Determine the value Ely at point…

A: Given data EI = Constant

Q: 11 and 12 please :) ill thumbs up

A: Given data in question Statements related to questions To find out Which among is correct

Q: A motorcycle driving a solid circular steel shaft transmits 20kW of power at 300 rpm. If the…

Q: Surveying

A: Usibg relation :L=NS22H1+H2H1=eye level=1.5mH2=asphalt level=0

Q: A a B V P b X h

Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…

A: Find force in member AC, AD and DE

Q: you show me the more clearer solution?

Q: . The value of unknown pressure Pis

A: Given data, The pressure gauges G1 and G2 installed on the system showpressure of, PG1=5.00 bar…

Q: A 13-m-long flat steel bar AB has a varying width as shown in the figure. Calculate the required…

Q: The given data off a proposed La Union - Baguio Road is tabulated below. The free haul distance is…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: Example 8.10 For a head of 25 cm on a 90° V-notch, what error in the measured head will produce the…

Q: A log log 30 cm in diam. and Im is thrown into the water. If its sp. gr. is 0.75, what is the depth…

Q: roblem 1 : Given the following the differential level notes: STA Backsight (BS),m Ht. of Inst. (HI),…

A: Height of instrument when Back sighting BM-A: Height of instrument = Elevation of MB-A…

Q: Water flows from the rectangular outlet as shown in the figure. Estimate the flow rate per unit…

Q: Q.33 The correct match between the physical states of the soils given in Group I and the governing…

A: Concept- Different soils have different properties according to their nature. These properties…

Q: A hollow circuit shaft of inner radius 15mm outer radius 30mm and length 1 m is to be used as a…

Q: Shear at C. Moment at C. Moment at D.

Q: Consider a fluid flow between two parallel fixed plates 5 cm apart. The velocity distribution for…

Q: Describe the method of conducting surveying fieldwork for flood cases in civil engineering…

A: There are various methods for carrying out field survey for flood cases for flood management.

Q: Application of the momentum equation to fluid flow problems is analogous to the use of the free-body…

A: The momentum equation is derived with the help of Newton's Second Law of motion. It has many…

Q: Find the head loss in the pipe using Darcy Weisbach, Manning and Hazen Williams (remember to watch…

A: Given, Length, L= 4000m Diameter, D= 0.25m Time= 20C Q= 0.1m3/sec

Q: Calculate the moment of resistance of a R.C. beam of rectangular section 250 mm wide and 500 mm…

Q: The vertical distance from the vertex to parabolic curve is 3 m. The first grade is ascending at the…

Q: Two cylindrical rods AB and BC are welded together at B and loaded as shown (1 kip = 1000 lb).…

Q: The tank has a square base and is filled with water depth of y= 0.4 m. If the 20-mm-diameter drain…

A: Given:y=0.4 mdiameter of drain pipe, d=20 mm

Q: Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a positive…

Q: A 140 k and force with a slope of 4 vertical and seven horizontal is located on the second water and…

A: Given, Force, F= 140k Horizontal= 7 Vertical= 4

Q: The state of two-dimensional stresses acting on a concrete lamina consists of a direct tensile…

A: given- Direct tensile stress-σx=1.5 N/mm2σy=0Shear stress-τxy=1.2 MPa

Q: Find the head loss in the pipe using Darcy Weisbach, Manning and Hazen Williams (remember to watch…

Q: The four rigid gears, loaded as shown in the Figure, are attached to a hollow shaft. Compute the…

Q: Find the forces in members EF, KL, and GL for the A B 30⁰ D 10 kN N L F 3 0 M 6 panels at 5 m 18 KN…

A: The given truss is shown below:

Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…

A: Find force in member AC, AD and DE

Q: The hydrostatic equation is used to predict pressure variation in a fluid with constant density.…

A: Given data in question Hydrostatic equation Height Density To find out Which among is correct

Q: A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of…

Q: Show calculations for the section properties of a 2 x 8 sawn lumber member. Use stan- dard net sizes…

Concept explainers

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.

Question

Q1 Determine the member end moments and reactions for the frames shown below by using the slope-deflection
method.
27 KN-
1432
E
1
C
21
21
10m-
E constant
5m
5m

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 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

Determine the reactions for the nonprismatic beam shown in Fig. 16.16(a) by using the moment-distribution method
Q2) Resolve the 20N force in Fig (2), into components along the a and b axes and determine the magnitude of each of these components? F=20N 60 a 80
Using the principle of virtual work, determine the reactions and the force in the bar GH of the lattice in Fig. 1.
Which of the following gives the reaction at A of the simply supported beam in Newton? 50 N 60 N 10 N/m 30 N 6 m 2 m Zoom image 66.25 62.25 71.35 56.75
Figure P24.25a shows a uniform beam subject to a linearly increasing distributed load. The equation for the re- sulting elastic curve is (see Fig. P24.25b) EI dx Note that the analytical solution for the resulting elastic curve is (see Fig. P24.25b) Wo(-x +24x -L*x) 120 EIL Use bvp4c to solve for the differential equation for the elastic curve for L 600 cm, E 50.000 kN/cm2, I 30,000 cm, and w 2.5 kN/cm. Then, plot both the numerical (points) and the analytical (lines) solutions on the same graph.
The simply supported beam shown in Fig. P.13.10 has its outer regions reinforced so that their flexural rigidity may be regarded as infinite compared with the central region. Determine the central deflection. Ans. 7 WL³1384EI (downwards). |W Rigid Rigid El FIGURE P.13.10 L14 L14 L14 L14
If you know that the line of influence of the reaction force of the joint of the serration in the figure below lies along the member A To bring the truss into equilibrium under the action of force B, find its amount and the reaction of the joint CA .C at a point NΚ10 in vertical
Q) For the frame shown calculate approximate reaction at A
Determine the reactions at A and E when the angle a = 30°. (image from Beer et al. 2010) 500 N 200 mm B 200 mm 30 E 150 mm 200 mm
Q3| For the beam shown in Fig. (3); ( El is constants): A- Compute the slope of the elastic curve over the supports; B- Determine the deflection midway between supports and the deflection of the free end. 800 N 800 N/m Fig. (3) 1 m 2 m 1 m R1 R2
Determine the value of plastic moment for the frame shown in Fig QI. The plastic moment is uniform throughout. 20KNIM B 100Kl mp lom mp mp A Fig. QI
Determine the member end moments and reactions for the continuous beam shown in Fig. 15.7(a) by the slope deflection method.