See the other picture for type of loading. 3.5.14.aW0-2 (1-x)P1w = N/m8Sma8.PX²y=(3a-x) for 0 ▪ Derive the following equation of maximumdeflection using double integration method.Po²8 = (31-a)max6EI8max||73SEI0,1²30 EI88maxomaxmaxPl³48EIM1²2EIWL4764 EIat x = 0.475L

Answered: Image /qna-images/answer/7e3cc423-78a7-4a62-9c5c-78939c7385cf.jpg

Answered: See the other picture for type of…

Engineering

Civil Engineering

See the other picture for type of loading.

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: Calculate DOl and identify the following structure as determinate, indeterminate, or unstable.

A: Degree of indeterminacy is sum of internal and external indeterminacy.

Q: please Ineed help to compare efficiency of structural connections in relation to complex support…

A: To determine efficiency, consider factors such as load-carrying capacity, ease of installation,…

Q: In detailed paragraph, Explain the purpose and function of expansion joints.

Q: find the tension/compression in DC & DF?

A: Consider the figure. Here, T is the tension and C is the compression.

Q: A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are…

A: D.L = 0.77 + 0.25 + 1 = 2.02KPa L.L = 4.8 KPa Total factored load = 1.2 D.L + 1.6 L.L…

Q: Define Total Stress Method.

A: The total vertical stress method is defined as method which is used for determining the stress…

Q: (1) 3#8 4#10 15" I2.5" 24:5" Grade 60 steel. fé= 4000 psi, NWC. & Mn = ?

Q: Determine the required force P on the handle in order to develop torque of M = 62 N·m on the bolt.

A: Therefore the P =193.75N

Q: Name two differences between flexural and local buckling.

A: In structural designing, buckling is the abrupt change in shape (twisting) of an auxiliary part…

Q: Problem # 7: A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y…

Q: Pls answer thank you! A cantilever member 40 mm long having a rectangular cross-section of 20 mm x…

Q: Solve for Members BF,BC,EF

Q: 2) A simply supported timber beam with a rectangular cross-section has been loaded perpendicular to…

A: Since the timber beam is simply supported at both its end and subjected to loading perpendicular to…

Concept explainers

FEA for Dynamic Problems

Finite element analysis or FEA is a computational tool that evaluates the approximate solution for a particular engineering problem. The tools provided by FEA help to evaluate the solutions of partial differential equations (PDEs) computationally following a numerical approach. Solutions of the PDEs can also be performed by following traditional algebraic approaches, but when the problem gets towards the complex side, it becomes very tedious and almost impossible to arrive at the solutions. In such cases, the FEA fulfills the purpose by evaluating the equations following multiple time steps and iterations. The more the time steps and iterations, the more accurate the solution. The solution plotted by FEA analysis and mathematical approaches varies asymptotically.

Question

100%

See the other picture for type of loading.

3.
5.
14.
a
W
0-2 (1-x)
P
1
w = N/m
8
Sma
8.
PX²
y=(3a-x) for 0<x<a
6EI
the fully
(3x-a) for a<x<l
6EI
OX
|_y=————_(x²+61² - 4/x)
24EI
8y=
B
120LEI
Mx²
2EI
8
&max
max
max
for 0<x<- S
Pa
max
||
(31-a)
co/4
SEI
0/²
30EI
M1²
2EI
P1³
48EI
WL4
764EI
at x = 0.475L

▪ Derive the following equation of maximum
deflection using double integration method.
Po²
8 = (31-a)
max
6EI
8
max
||
73
SEI
0,1²
30 EI
8
8
max
omax
max
Pl³
48EI
M1²
2EI
WL4
764 EI
at x = 0.475L

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: Part A

Step 2: Part B

Step 3: Part C

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

Compression Steel Given: The beam cross-section shown have the following cross-sectional properities: f'c = 4000 psi Find phi Mn.
the first one
Given the class averages: F = 4.9 N, W= 0.0098 m, t= 0.0098 m, d =29 intervals (dial gauge reading) and L = 0.3 m Calculate the stiffness, in GPa, for the steel. (give your answer up to three significant figures).
Determine the number of reinforcing steel bars in pieces (commercial length) and tie wire in kilogram required in 4m height reinforced concrete wall (THK = 6”) with a length of 10 meters.
Solve the problem-CIvil Thanks
Please show intermediate steps including free diagrams, equations used, and problem setup, so that your approach can be followed
2.1 A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are 250mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Calcualte: Total factored floor load in 2 decimal places, ____?____ kPa
Problem 6: The compound bar containing steel, bronze, and aluminum segments carries the axia! loads shown in the figure. The properties of the segments and the working stresses are listed in the table. Steel 2 ft Bronze 4 ft A (in.²) E (psi) o, (psi) Aluminum 3 ft 2P Steel 0.75 30 × 106 20 000 Bronze 1.00 12 x 106 18 000 4P Aluminum 0.50 10 x 106 12 000 Determine the maximum allowable value of P if the change in length of the entire bar is limited to 0.08 in. and the working stresses are not to be exceeded.
The plate is suspended using the three cables which exert the forces shown in (Figure 1). Part A Express force FRA as a Cartesian vector. Express your answer in terms of the unit vectors i, j, and k. Use the 'vec' button to denote vectors in your answer. Express your answer in pounds to three significant figures. • View Available Hint(s) Figure vec FBA = lb Submit FCA = 500 Ib Part B 14 ft Faa = 350 Ib FDA - 400 Ib Express force FCa as a Cartesian vector. D 3 ft 2ft Express your answer in terms of the unit vectors i, j, and k. Use the 'vec' button to denote vectors in your answer. Express your answer in pounds to three significant figures. 3 ft3 ft 6 ft Yiou Ounilablo Hintle)
ASAP dont round off initial values, round off final ans only
3-5 with clear explantion
An office decided to centralize its paper files. All the file cabinets in one department will sit in a row. The file cabinets sit over a floor joist. The cabinets are positioned perpendicular to the joist with the centers based on depth directly over the joist. Each file cabinet is 18 in. wide by 30 in. deep and weighs 300lb. Determine: (a) the total load on the one joist (neglect the weight of the floor itself) (b) the load transferred to the beam located at each end of the joist (assume the cabinets are centered on the joist length) (c) the maximum bending moment in the joist (d) the maximum flexural stress in the joist