From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad

From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad

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: Given the following data, calculate a suitable pipe culvert size. Flow = 5 m3/s ; Culvert length =…

A: Solution-Flow(Q)=5m5/sThe culvert length(l)=90m Inlet = 50.0 mThe outlet= 49.0 mThe upstream flood…

Q: In drained triaxial compression test, a saturated specimen of cohesionless sand fails under a…

Q: The altitudes of a star at upper and lower transits of a star are 70°20' and 20°40' respectively;…

Q: Problem #3: Replace the force and moment vectors by one force vector and one moment vector at O. 100…

Q: The cross-section notes shown below are for a Station 32+300 6.25 + 2.25 + 2.20

Q: w = 15 KN/m E 200000 MPa I = 220x10°mm* 6m

A: The magnitude of uniform varying load, w=15KNmThe length of cantilever beam, L=6mModulus of…

Q: 1. A solid steel shaft 3in in diameter and 4ft long is fixed at one end and free at the other, as…

Q: The rod ABC is made of an aluminum for which E = 70 GPa. %3D Knowing that P= 6 kN and Q = 42 kN,…

Q: 4.1 What are the methods available in EC 2 to ensure that the deflection of the bear one has…

A: 4.2 question

Q: Draw the influence lines for the vertical reactions at supports A and E, the reaction moment at…

Q: 48 KN 60 KN |2 m. 12 KN/m 9 KN/m 3 m 6 m 8 m 6 m 41 31 21

Q: Concrete is required for a foundation located below ground where no substantial freezing and thawing…

A: Given: 28-day compression strength = 4000 lb/in2 column dimension = 12in x 12in Spacing of bar =…

Q: SITUATION: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced…

Q: Determine the force in each members in BC, GC and GF. 2 m - 1.5 m 15 m 15 m--1.5 m 40 kN 20 kN

A: Find Reactions at supports A and E. As the method of analysis is mentioned, use method of Section.…

Q: Determine the following: a. Enclosed Area Given is a thin-walled tube with the following data: Wall…

A: Angle of twist The angular distortion in an item caused by a couple of twisting torques is known as…

Q: Given: A pinned-end column has the critical load Per and the design factor N. Required: The…

A: It is given that a pinned end column has critical load Pcr

Q: on at the free end. See figure 06. El = 1600NM² 6m Figure 06 c0m F0m

Q: The rigid bar BC is supported by the steel rod AC of cross-sectional area 0.3 in2. Find the…

A: Take moment about B :∑ MB=0TACsinθ10ft-P10=0TAC=3088sin56×10=3724.8lb

Q: Compute the moment capacity of the t-beam shown in Fiqure below. use NSCP 2010. BEAM LDADING AND GeD…

A: For #10 bars, D = 1.127inch d = 3 + 24 = 27inch

Q: U=2.13 m/s a=0.5 m/s2 t=3 s Find the final velocity of car

A: Given that Intial velocity U = 2.13 m/s Acceleration a = 0.5 m/s^2 Time t = 3 sec Final velocity V =…

Q: What is the difference between normal, shear and bearing stress?

Q: Exumple;- For the folwing deta speed and densily ebser vad ot Find the best fit Relotion according…

A: In this question a table is given which contains speed and density data. We are asked to find…

Q: Determine the components of the reactions at E if a 750-N force directed vertically downward is…

A: Determine components of reactions at E

Q: Moment reaction at C=?

A: Given: The following loading condition: To find: Moment reaction at C

Q: A beam with an S380 × 74 section carries a total uniformly distributed load of 3W and a concentrated…

A: Figure is as shown

Q: What are the methods available in EC 2

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: SHOW COMPLETE ANSWER AND ILLUSTRATION FINAL ANSWER IN 3 DECIMAL PLACES Problem 4: A steel bar 50…

Q: The beam shown has the following properties: steel cover=60mm, f'c=21 MPa, and fy-420 MPa. Determine…

A: Ultimate moment capacity: the moment which is acting on the beam at its full capacity is known as…

Q: a. Exploration boreholes on site show a horizontal water table at a depth of 4.5 metres. The borelog…

A: As per company's guidelines we can only answer first question. Kindly post other question as…

Q: Q4: Each of the links AB and CD is made of aluminum (E 10.9 x 10 psi) and has a cross-sectional area…

Q: 2. For the two fixed-free columns having natural periods of vibration (T1) and (T2), respectively,…

A: Answer is (C) 3.0T1

Q: A catchment area of 140 km2 received 120 cm of rainfall in a year. At the outlet of the catchment…

Q: Determine the reactions at the supports and the forces in the members of the truss shown with the…

A: Given data:- A = 400 mm2 E = 200 GPa = 200 N/mm2 Principle of least work:- The idea of least effort…

Q: The mean velocities of water at smaller end and larger end of a pipe are 20 m/s and 5 m/s…

A: given mean velocities=20 m/s & 5 m/ssmaller end area=2500 mm2

Q: approximate shear and moment diagrams

Q: Why would water samples for the Membrane Filter Technique need to be fairly clear and not turbid?

A: Membrane filter technique is used to determine the amount of microbiological contamination in water…

Q: If the pressure at the bottom of an open tank is 686 kPa, find the unit weight (kN/m) of gold in…

A: Given data, a = 6.92 m b = 6.66 m c = 2 m Sw = 1 Sal = 2.70 Sg = ? To find out the unit weight…

Q: Analyze the continuous beam shown below by the moment distribution method. Determine the value of…

Q: shaded area shown in the figure Find AJCentroid BMomrat ef laertia With respect to the X-axis.

Q: Energy Equation The diameter from point B to the pump is 3 inches and the diameter from the pump to…

A: To find pressure at point B

Q: A reinforced concrete column carries a dead axial load of 500 kN, a live axial load of 650 kN and a…

A: Given Data:dead axial load=500kNlive axial load= 650kNearthquake load= 270kNfc=27.6MpaFy= 350Mpa

Q: liquid limit and plastic limit test. Compute the plasticity index. Liquid Limit Test Wt. of Soil Wt.…

Q: Draw the free-body diagram and solve for the support reactions of the following beams:

Q: An iceberg floats in sea water with 14% of its volume projecting above the sea surface. If the…

Q: A vehicle traveling at a speed of 80kph accelerates at 3.41 m/s^2. The perception reaction time for…

A: step 1-

Q: 8 kN/m 35° E By D 20 kN 0.4 m 0.4 m 0.4 m

Q: 4. Calculate the principal stresses at points A and B for the bracket shown. The bracket is lin…

Q: A bridge has been constructed between the mainland and an island. The total cost (excluding tolls)…

A: Part A C= 50+0.5 V V= 2500-10 C V= 2500-10(50+0.5V)= 2500-500-5V 6V= 2000 V= 333.33 veh/hr So volume…

Q: Find the deflection at the point of application of the load. The moment diagram for the load P is…

A: Given:

Q: A certain municipality has a projected population of 360,000. Determine the required diameter of…

A: Total Population (P) = 360000 Water requirements per head per day (w) = 150 litre Total water…

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

Use double integration method

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Double integration equation in both segments of beam

VIEW

Step 2: equilibrium condition at x = 30 ft.

VIEW

Step 3: compatibility condition at x = 15 ft.

VIEW

Step 4: slope at free end

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

Question-07:Find the value of maximum deflection, deflection at midspan and rotation at midspan in beam shown inFigure 4 using double integration method. EI is constant.
• Double Integration Method Applied on Determinate Non-Prismatic Beams Situation 4: A non-prismatic beam is loaded as shown in the Figure. The value of P is 120kN. P 1.50 m B a. -371.25 b. 33.75 21 1.50 m 21 1.50 m D 1.50 m E 10. Which of the following most nearly gives the value of the constant term in the deflection equation for segment BD? c. 371.25 d. -33.75 11. Which of the following most nearly gives the deflection at B? a. 303.75/EI c. 219.38/EI b. 291.38/EI d. 330.75/EI 12. Which of the following most nearly gives the deflection at C? a. 291.38/EI c. 303.75/EI b. 219.38/EI d. 330.75/EI
Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E=200 GPa. A. 6355 (10^6) mm^4 B. 6552 (10^6) mm^4 C. 5625 (10^6) mm^4 D. 5256 (10^6) mm^4
For the figure shown, let a = 200 mm and b = 75 mm. 1/26/2 Y- a/2a/2 → 1x Compute the moment of inertia about the y-axis. Select the correct response: 105.185 x 106 mm4 O 94.423 x 106 mm4 O382.161 x 106 mm4 316.658 x 100 mm² +-+ a 1
Problem 3 Using Double Integration Method, find the midspan deflection( or deflection at 2.25 from left support) of the beam shown below. E= 18500MPA and; beam cross-section=200mmX275mm 5kN/m B A 1.5 m RA 3 m
Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]
1. Determine the midspan deflection of the beam loaded as shown using area moment diagram by parts and double integration. 100N 2m 300N/m 4m 100N 2m
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
Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FC
Determine completely the deflection and rotation at point C of the beam shown using: 1.) Double Integration 2.)Area moment 3.) Conjugate method Just pick two method. Given: E=200 GPa I=250x10^6 mm^4 w=10kN/m L1=6m L2=4m
The position of a particle moving along the x-axis is given by x=t^3+3t^2 -9t-6, when t =1sec particle is 11m to the right of origin. (a) When t=2 sec, determine v and a. (b)During the time interval from t=0 to t=2sec, determine the v(ave) and v(ave )speed
147 How for the beam shown in figure, find the deflection and rotation at Free end by using double integration method? use EI= constant 70 KN 10 kN/m 25KN.m 151 668 2m 2m 2m 2m