Problem No. 1 Using double integration method to determine the value of X that must be applied at the end of the overhang D so that the displacement at D is Zero. E - 400 GPa I = 650(10*) mm P1 kN X KN AC

Problem No. 1 Using double integration method to determine the value of X that must be applied at the end of the overhang D so that the displacement at D is Zero. E - 400 GPa I = 650(10*) mm P1 kN X KN AC

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: 46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are…

A: Q1 = 600L/s = 0.6 m3/s

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plot the given coordinates Area calculation: Calculation of distance, Latitude, Departure of AB…

Q: 16. A structural support made of plastic has to withstand a constant deformation (constant change in…

A: given- constant deformation time t=80 years temperature=35oC

Q: 21. You have a wellbore that is drilled to 3,298 feet measured depth. Inside it, the customer ran…

A: Option D-378.32

Q: A line was measured with a 30-m steel tape and its measured direction with the use of compass was S…

Q: For a constant laboratory permeability test on a fine sand, the following data are given: Length of…

A: Given: Length of specimen Diameter of specimen Constant head difference Volume of water Time Void…

Q: Amatorist is traveling at 72m/hr when he observes that a trafic ight ahead of him uns rad The…

A: Using kinematic equations motion

Q: m the given beam loaded has shown; = }RA#² – M, {æ - ) + C1, Ely = ¿RA B -L/2– -L/2- Mo = 72kNm. L =…

Q: 4) A simply supported reinforced concrete beam, 240 mm wide, carries inclusive loads as shown in the…

A: Reinforced concrete beam : Reinforced concrete beams are structural elements that are designed to…

Q: What is the maximum positive moment for the beam shown? Use the method of consistent deformations.…

Q: Determine the reaction at A if w =21 kN/m, L =5

A: Given data in question UDL Span member length To find out Reactions

Q: A cylindrical specimen of a cohesive soil of 10 cm diameter and 20 cm length was prepared by…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

A: Find Deflection at C = ? Given data LAB = LBC = 3.6 m LCD = 1.7 m E = 200 GPa = 2 × 105 N/mm2 I =…

Q: In a lake, two boats A and B are leaving Station1 at the same time, Boat A is directed straight to…

A: Given -

Q: 1. A 30-m tape having a standard length of 30.005 m is to be used to lay-out a building that has…

Q: Find the reaction R, maximum moment, and maximum shear

Q: . The beam with, cross-section shown, is subjected to the load shown. Using E=200 GPa, determine the…

Q: SAE 30 oil 15m Water 2-5m Olive oil 29m Mercury 04m

Q: 20 kN/m 60 kN A E B D + -8 m- -8 m El = constant %3D E = 70 GPa 1= 800 (106) mm4

Q: Situation 6 - Kim Jisoo discovered an element (1.43 kN/m3) that flows through a 100 mm (diameter)…

Q: n the given beam loaded has shown; / = }RA2² – M. (x - ) + C1, Ely = ¿R, Mo В -L/2- -L/2- Mo =…

Q: What is the fixed end moment FEMCB for the frame shown? 2 k/ft B 100 k • ft 15 ft El = constant E =…

Q: A soil profile is given in Figure 7.18a. The consolidation test in the laboratory was carried out to…

A: Given data: Surcharge = 50 kN/m2. Ground water at surface Clay saturated unit weight = 18 kN/m3.…

Q: Determine the support reactions on the pin and roller as shown in the figure below. Simplify your…

Q: For the loading shown, use the double-integration method to determine (a) the equation of the…

A: The double integration method is a powerful tool in solving deflection and slope of a beam at any…

Q: Problem 3. A descending grade of 5% and an ascending grade of 3% intersect at Sta 12 + 200 whose…

Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

Q: A high-strength steel bar used in a large crane has a diameter d = 4.00 in. (see figure). The steel…

Q: An aluminum pipe has a length of 59 m at a temperature of 11°C. An adjacent steel pipe at the same…

Q: determine the slope at point B in radian. The equation of elastic curve are the following: E = 200…

Q: From the given beam loaded has shown; Ely =D Raa2-M. (z-를> + Ci, Ely 3D RAz- -글Mo (z- 글)2 + Ciz + Ca…

Q: The strain components ɛx, ɛy, and yxy are given for a point in a body subjected to plane strain.…

A: Mohr's Circle: Mohr circle generally represents the stress-transformation equation. It represents…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Calculating support reactions

Q: . A rectangular tank 2m long, 1.5m wide and 1.5m deep is filled with oil of specific gravity 0.8.…

Q: coefficienct of permeability, in cm/sec, round off to 7

A: Given data- Hydraulic coefficients K1 = 2 × 10-⁴ cm/s K2 = 3.2 × 10-² cm/s K3 = 4.1 ×10-⁵ cm/s…

Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

Q: Mass of this luid (kg) is Density (kg/L) of fluid is

A: Given data :- Volume of fluid (V) = A liter Weighs of fluid (W) = B N Gravitational acceleration…

Q: An open tank has 5.8-m depth of water, on top of that layer is 3.2-m depth of kerosene which has a…

Q: Design a beam of 5 m effective span, carrying a uniform load of 20 kN/m if the compression flange is…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: For a small catchment, the infiltration rate at the beginning of rain was observed to be 90 mm/hr…

Q: A rigid bar of weight W = 815 Ib hangs from three equally spaced wires-two of steel and one of…

A: Given data, Weight of the rigid bar, = 815 lb Diameter of the wire, = 0.5 in Modulus of elasticity…

Q: Find the maximum bending stress in the rectangular wooden beam shown.

A: Figure is as shown

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

Q: Situation #2: F or the beam shown. Draw the Shear and Moment Diagram 10 kN/m 10 KN 10 kN 6 m 3 m 2 m…

Q: Given the following Northing and Easting, use the COORDINATE METHOD to se area of this traverse:…

A: Given data: X1=931.45 Y1=1073.02X2=877.47 Y2=1101.8X3=1000 Y3=1000

Q: 10) Commonly used types of steel fire proofing include? a) Spray-applied b) Encasement in concrete…

A: Steel- It is a construction material that is used all over the world for building houses, bridges,…

Q: Draw the free body diagram of the ACD beam and plot the shear force and bending moment diagrams for…

Q: 1. Explain the difference between Pipe Flow and Open-Channel Flow.

A: SOLUTION (1.) Pipe Flow- 1) Flow occurs due to difference in pressure. 2) Pressure difference can be…

Q: A steel pad supporting heavy machinery rests on four short, hollow, cast iron piers (see figure).…

Question

Show complete solution

21:42| 36.0KB/s gロ。
100
P1.jpg
Problem No. 1
Using double integration method to determine the
value of X that must be applied at the end of the
overhang D so that the displacement at D is Zero.
E = 400 GPa
I = 650 (10*) mm*
P1 kN
X kN
...

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

1. Show the derivation of the Laplace transform for f(t) = cos wt. 2. What is the Laplace transform of the following: -t 2t -t 2 a. e (e“- 2e, 2 b. 2sin t -3t cos2t dt с.
3 Homework.pdf 1 من 1 EAAMPLE (1). A circular bar having 200 mm² area is subjected to axial loads as shown in Fig Find the value of ( P) and the total elongation . Take E=2*105N/mm2. A B 50kN 50kN -lokN 1M 1M 1M
3. By using Conjugate Beam Method, Determinethedeflection at the free end of the beam shown A 5 m 300 kN-m B L=10 m EI = constant E 200 GPa 5 m 60 KN
Two cables AB and AC are acting on the pole with forces FAB=540N and FAC=560N with parameters defining the attachment points shown in the table. We want to write the vector FAB in cartesian vector form. Уг parameters value units 540 560 5.5 FAB FAC L 71 4/₁ 72 4/2 →→ FAB= 281.88 3.5 Submit Question 4 N N m m m m m FAC A write the vector FAB in Cartensian Vector Notation. Round your final answers to 3 significant figures. xi +247.10 Y₁ Z AB B +-388.26 x N
EXERCISE 5. dy r-2y Solve dr and find the particular solution when y(1)=-1 %3D
If two vectors P = 4i + 6j - 8k and F = 6i – 8j + 4k are added together describe the characteristics of the resulting vector. 4...e veetere - 4:. G: 01. end E - G: fovemple 11 t.e stor Din
Dont Copy from chegg need step wise step and correct answers only Use Finite Elemental method Calculate the displacement at the free end of the inclined beam shown in Figur the problem when the applied load is parallel to the x- axis and has a magnitude of 15000 N. Repcat 20000 N 1 = 2000 cm A = 25 cm? 45 400
SITUATION. A three-legged stool is subjected to the load L as shown. Neglect weight of the stool. 100 325 120 120 120 Dimenaions in millimeters Q Zoom image Determine the vertical force reaction under leg A. O 0.667L O 0.233L 0.533L 0.166L
EXΑMPLE (1) A circular bar having 200 mm2 area is subjected to axial loads as shown in Fig .Find the value of ( P) and the total elongation . Take E=2*10 N/mm?. A C 50kN 50kN d. -lokN 1M 1M 1M
1. Determine the displacements at Point A. M y H H A L 4/2 ܠܠܥܠ X
WHILE USING RAYLEIGH-RITZ METHOD TO ESTIMATE THE NATURAL FREQUENCIES OF A CANTILEVERED BEAM FIXED AT X=0 AND FREE AT X=L WHICH OF THE FOLLOWING FUNCTIONS ARE ADMISSABLE RITZ-BASIS FUNCTIONS FOR STRASVERSE DISPLACEMENT ? 141 A) WOC) = x² UT B) W (x) = x² c) w(x) = NONG OF THESE MAKAWAD KHA asutus ZPLXZP
Using Conjugate-Beam Method, determine the displacement at B. 12 m I 80 KN B E = constant = 200 GPa I=600 (106) mm² 12 m 21