B) Based on the data given below, calculate the reduced levels of all points using rise and fall method and apply necessary checks. Consider the RL of BM as +783.210m. Point BM A B C D E F F94 G H BS 0.922 0.412 3.230 2.525 IS 2.165 1.450 3.675 0.762 FS 1.382 1.630 3.015 0.471

B) Based on the data given below, calculate the reduced levels of all points using rise and fall method and apply necessary checks. Consider the RL of BM as +783.210m. Point BM A B C D E F F94 G H BS 0.922 0.412 3.230 2.525 IS 2.165 1.450 3.675 0.762 FS 1.382 1.630 3.015 0.471

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: 1-30. A differential element taken from a curved bar is shown in the figure. Show that dN/d0 = V,…

A: Given data,Differential element taken from curved bar givenShow that

Q: Problem 2: For the beam shown, compute 1. the deflection midway between supports 2. the deflection…

A: Given AB= 1 m , BC= 3 m , CD= 2m , DE= 2 m

Q: Double Integration Method to answer the problem

A: Given:- w=50mm maximum displacement=10mm E=10GPa To find:- h

Q: Given a cantilever beam of length L=4.1meters. The left support “A” is free while the right end “B”…

A: EI = 19000 KNm2 Taking point-A as a origin. Determine the first constant of integration (C1) using…

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

Q: Compute the x-component of the resultant of the concurrent forces shown in N. P1 = 218 N, P2 = 394…

A: Given: P1= 304N, P2=218N P3=394N

Q: 03 A F1 = 1300N, F, = 1850N, F; 3500N O1 = 70°, 02 155°, 03 = 200° The point A is acted upòn by…

Q: PLEASE REFER TO THE GIVEN VALUES BELOW. For the beam loaded as shown in the figure, determine the…

A: Given data E = 200 GPA = 2 × 105 N/mm2 b×d = 300mm × 300 mm Moment of Inertia (I) I = bd3/12…

Q: Determine the force (P) required to keep the block to move up, given that μs = 0.33 and μk = 0.21.…

Q: 8) For the following beam, use the double integration method to find BB, and AB. Assume 1/El changes…

A: Flexural rigidity EIB = 1800000k-in2 Flexural rigidity EIA = 1800000 k-in2

Q: Determine the following unknowns on the beam shown below using Double Integration Method. Consider…

A: Given Data:Section 150×150mmE=200Gpaa=5mb=11kN/mc=3kNd=7kN/mTo determine:Deflection at point B in…

Q: Deflection at point B in mm. Deflection at point E in mm.

Q: For the given beam below, the 8 KN load is changed to 93 KN and the 4 KN load is also changed to 12…

A: Given data 8 KN load changed to 93 KN and 4 KN load also changed to 12 KN Find C1 value in KNm2…

Q: w=24kn/m a = 15m I = 70 x 10^6 mm^4 E = 200 GPa Find displacement at C using moment area method

A: Given Data E = 200 GPa = 200 × 103 N/mm2 I = 70 × 106 mm4 Determine the displacement…

Q: er a simply supported beam of length / subjected to a 1/ y(x) = P x ≤ 1/2, the deflection is given…

Q: Calculate the slope and deflection at the free end of the cantilever beam shown figure using Method…

Q: Q 2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using…

A: Given Data: Length of beam is L=3 m = 3000 mm. Modulus of Elasticity is E=2.05x105 N/mm2. Moment of…

Q: A steel beam, of lengths a = 6 m and b= 4 m and a hollow box cross section, is supported by a hinge…

A: Length a =6m Length b= 4m

Q: B C 8466.8 N A D 1 m 1 m E 1m F 5184.6 N 0.75 m

Q: Q3) Determine the resultant of two forces by analysis them in rectangular component according to (x…

Q: w= 12 kips/ft 6 kipe D hinge

Q: The two (x = 20-ft) beams shown in Figure are to be moved horizontally with respect to each other…

Q: Determine the slope at the tip of a cantilever beam, loaded by a uniform distributed load over its…

A: Solution:

Q: Compute the value of P and distance X so that the bar A will remain horizontal after the application…

Q: For the beam and loading shown, what is the equation of the SLOPE for portion AB of the beam. Use…

Q: Q1/ For the beam shown in figure below, write the equations of deflection using finite difference…

A: Given Data:Span=LEI constant

Q: Show FBD

Q: Use Castigliano's Theorem to determine the vertical displacement at joint B in mm. Cross sectional…

Q: Determine the slope at Point D for the beam shown. EI is constant

Q: A. Solve the following system of equations by Gauss elimination method. [2 1 1 27 4 0 2 1x2 4. 3 2 2…

A: In Gauss elimination method we make an augmented matrix [ A : B] and the elements of A below the…

Q: Use the Castigliano's theorem to determine PROBLEM # 2 the displacenment of point C and slope of…

A: By placing a load P at the point C downwards. Finding the support reactions. Take the moment about…

Q: 1. Using DIM, solve for: a. Ymax (mm) b. A (rad) Use E = 200 GPa. 165 KN A 1m B 2m 1m P C D 2m 90…

Q: Q 7. Use the method of conjugate beam to find the slope and defection at the free end of the…

A: Given: IAB = 4000 cm4 Or IAB = 0.4 m4 EIBC = 2EIAB EICD = 3EIAB

Q: In the figure below, find the elements of the Curve L= ? Z=? P.v.c g₁ = -3% 3+76 P.v.T? A P.V.I 3+51…

A: The previous response provided a good explanation for solving the problem of the missing elements (L…

Q: Given a cantilever beam of length L=3.7meters. The left support “A” is free while the right end “B”…

Q: Using double integration method, for the overhanging beam shown, (a) derive the equation of the…

Q: PROBLEM 6: Block A is 200 kg & µs = 0.2. Find the mass of block B so that motion impends to the a.…

Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

B) Based on the data given below, calculate the reduced levels of all points using rise and fall method
and apply necessary checks. Consider the RL of BM as +783.210m.
Point
BM
A
B
C
DEFGH
BS
0.922
0.412
3.230
2.525
IS
2.165
1.450
3.675
0.762
FS
1.382
1.630
3.015
0.471

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 by step

Solved in 2 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

For the beam shown, calculate the beam slope at A. Assume that a = 77 in., b = 264 in., c = 87 in., w = 0.37 kips/in., P = 6 kips, and EI = 1336000 kip-in.2.Answer:θA = Type your answer here rad
For the overhanging beam shown, solve C1 in the Ely function from the double integration method. 800N E = 200GPA I = 7.5 x 10-6m* 600N/m 300N/m 2m 4m 2m O -1340NM^2 O 1340NM^2 O -960NM^2 O 960NM^2
Asap!! Y=56/100 Student id last 2 digits are 56
Given a cantilever beam of length L=2.8meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 54KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the first constant of integration, C1? Express your answer in KN-m2 in 2 decimal places.
use Gaussian Elimination with piroHng to solve su A+B +C =2 UA +2B + C=1 9A+3B+C=4
In the system whose loading status is given in FIGURE 2, only bending effects are considered.with "Double Integration" method;a) Cross section rotation of the beam at B point (BB) in radian unit,b) Calculate the vertical displacement (yc) of the beam at point C in mm.Beam bending stiffness (EI) is constant along the rod and its value is 10000 tm2. t/m=5 a=2m b=5m
Use Geometric Method. Determine the Vertical Deflection at B. Indicate the negative sign if the answer is downward
please solve correctlt
Q/A) Solve the differential equation ? dy + (cotx)y= sin3x dx
Using any of the three Geometric Methods, answer the following beam. Indicate the negative sign (-) if the answer is downward.
Substitute: D=72, F=2060 Determine the friction between the block and the plane in the figure and P W the coefficient of friction of the D÷3° surface. The force required to cause impending motion to the block from moving up the D° incline is P = 1.38W, D° weight of block is W = F Newtons. %3D
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of EI = 106000 kip·ft2 for the beam; w0 = 3.8 kips/ft, LAB = 6 ft, LBC = 3 ft.