please see attached picture for question. and the orange paper is the reference. please help me W= 25, W= 25 KN/mw/2=12.5 KN /m%3Dw/5 = 5m, 5KPa%3DX=475Y= 15557=775 KNY/100 = 7.75m%3DZ/10=6.0m, 6.OK Pq%3D 4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm?.%3D(X kN)W, kN/mW/2, kN/mZ/10, mZ/10, mia) What is the maximum midspan deflection in mm?b) What is the maximum midspan moment in kNm?W/5, m²

Answered: Image /qna-images/answer/d2f8cfdd-975f-4cef-9918-d9cfd3d403ca.jpg

4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm2. %3D (X kN „W, kN/m W/2, kN/m Z/10, m- Z/10, m a) What is the maximum midspan deflection in mm? b) What is the maximum midspan moment in kNm? FW/5, m-

4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm2. %3D (X kN „W, kN/m W/2, kN/m Z/10, m- Z/10, m a) What is the maximum midspan deflection in mm? b) What is the maximum midspan moment in kNm? FW/5, m-

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: A circular aluminum tube of L=600mm is loaded in by compressive forces at its ends. The outside and ...

A: Given: circular Aluminium tube(L) =600mm Dia outside(d1) =75mm ...

Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN...

Q: square meters (5m at the shortest side) accommodates 45 students. The room is being utilized at 7:30...

A: A lecture room with an area of 50 square meters (5m at the shortest side) accommodates 45 students. ...

Q: Calculate the fluid acceleration along the nozzle centerline as a function of x and the given parame...

Q: Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A. Member AB has...

Q: An undisturbed specimen of soil has a volume of 300 cm3 and weighs 498 g. After over drying for 24 h...

Q: A scow 50 ft long, 30 ft wide and 15 ft high has a draft of 9 ft. the center of gravity is at the ce...

A: Here we have to find righting couple which is also called overturning couple. Righting couple = wei...

Q: Determine the Azimuth ED reckoned from North in Clockwise Direction. Note that the clockwise rotatio...

Q: draw the shear and moment diagram, step by step pls

Q: Please answer this problem in 15 minutes, need a correct answer with complete solution. Subject is H...

Q: 4. Specifications require that a fill using borrow soil to be compacted at 95% of its standard proct...

A: The optimum moisture content of the soil is the water content corresponding to the maximum dry unit ...

Q: 1. Using a conservation momentum equation, show that the force on the hemispherical vane is twice th...

Q: Three pipes, each of diameter D and length L, connected in parallel are to be replaced by a single p...

Q: h=depth %3D p pressure Oe= effective stress %3D p= pgh Example: Estimate pressure and effective stre...

Q: O A long excavation with vertical sides and depth-to-width ratio of 0.5 is to be made in a deep depo...

A: To achieve maximum depth of excavation, net force on horizontal direction must be zero. Let Zc be th...

Q: What sieve size has the lowest percent passing? (2 decimal places, no need for unit) Blank 1 Blank 1...

Q: 125 kN 100 kN 50 kN Situation 2 For the beam shown, it carries a. series of concentrated loads movin...

Q: Jsing a conservative estimate of snow fence yield of 2,000 gallons per linear feet, how much snow fe...

A: Detailed explanation is given below : We have to find the snow fence required for the city?

Q: Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Con...

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions posted, need to be solve...

Q: IDENTIFY: A. axis of the member. R It is a sharp reduction in the cross section of a member that tak...

Q: WEIGHT OF RETAINED FINE AGGREGATES (g) SIEVE SIZE TRIAL 1 TRIAL 2 TRIAL 3 AVERAGE 4.75 mm 14 10 12 2...

Q: Liquids A, B and C, in the containers shown, have SG of 0.60, 1.20 and 1.60 respectively. At what el...

Q: 8-10. Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorem...

Q: A rectangular beam has b = 300 mm and d =490 mm. Concrete compressive strength is 27 MPa and steel y...

Q: Differentiate kurtosis and skewness

A: Skewness is an important statistical technique that helps to determine asymmetrical behavior than of...

Q: 2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass through the bridge coming from the left. Assume ...

Q: A rigid block weighing 176.4 kN is attached as sho un on the figure. If the block is to remain hon Z...

Q: Calculate n, nsE, ns & classify as stable or unstable.

Q: make a diagram of a truss (single member) that has a top chord os 36 kN compression, bottom chord of...

A: Truss: Truss is a member which is formed due to the combination of different triangular members rest...

Q: The posted speed along Daang Maharlika Highway is 60 km/tr. The Table below shows the summary of 15o...

A: As per the Bartleby guideline, the solution of the first 3 subparts is only provided. 85th Percentil...

Q: Two circular shadts are joined together between fixed supports to resist a torsional moment of 80 kN...

Q: ). If the intervening passages are filled with oil having a SG of 0.8 and a force of 3 kN is acting ...

Q: A pin connected truss is loaded and supported as shown in the figure. Determine the minimum cross- s...

Q: Calculate n, n,E, n, & classify as stable or unstable.

A: The given structure has to be classified as stable or unstable. Also, the values of total, internal...

Q: A tank in figure C is accelerated to the right and the width of the tank is 1 m. Determine the acce...

Q: A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P- 7...

A: To find axial deformation of uniform bar 1

Q: The following data are given for soil: porosity = 0.45, specific gravity of soil solids= 2.68, and m...

Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN...

Q: Compute pMn for the beam shown in Fig.1 below using the ACI method of ultimate analysis in two diffe...

Q: 4. Draw the influence line for the force in member KJ, then compute the maximum live force (tension ...

Q: A copper rod of length L =18.0 in. is to be twisted by torques T (see figure) until the angle of rot...

A: Length of copper rod (L) = 18 in angle of rotation between the ends of the rod ϕ = 3° = 0.0523599 r...

Q: Piston A has a cross-section of 1,200 cm^2 while that of B is 800 cm^2. B is higher than A by 2 m. I...

Q: Define Permafrost

A: It is the term related to geotechnical engineering which deals with study of soil.

Q: A long excavation with vertical sides and depth-to-width ratio of 0.5 is to be made in a deep deposi...

A: The common mode of failure in the foundation of the soil is General shear failure Local shear failu...

Q: 40 mm, L2 = 1,680 mm, L3 = 1,200 mm, A= 260 mm², A2 = 130 mm², and A3 = 65 mm². What magnitude of ex...

A: According to given data The compound axial member is attached to a fixed support at A. Each rod has...

Q: The Atterberg limits of soil sample are: LL= 52%, PL= 35% , SL- 17%. If the specimen of this soil sh...

A: The given data is: LL=52%, PL=35% , SL=17%. Shrinkage volume 10 cm3 at liquid limit to 6.1 cm3 at pl...

Q: What does the term "standard error" mean, and what does it imply?

A: The standard error of the mean also called the standard deviation of mean, is represented as the sta...

Q: Show clean and complete details of your work Problem 6: ZYK Corporation makes its policy that for a...

Q: Problem 3. Determine the follov owns on the beam shown below using Conjugate-Beam Method. Consider 2...

Q: A300 mm x 300 mm reinforced concrete column shown is reinforced with 8-16 mm diameter bars with fy -...

A: Transverse reinforcement spacing should be minimum of 48* dia of tie bars 16*dia of main bar Least ...

Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

please see attached picture for question. and the orange paper is the reference. please help me

W= 25, W= 25 KN/m
w/2=12.5 KN /m
%3D
w/5 = 5m, 5KPa
%3D
X=475
Y= 155
57=775 KN
Y/100 = 7.75m
%3D
Z/10=6.0m, 6.OK Pq
%3D

4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm?.
%3D
(X kN)
W, kN/m
W/2, kN/m
Z/10, m
Z/10, mi
a) What is the maximum midspan deflection in mm?
b) What is the maximum midspan moment in kNm?
W/5, m²

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

A concentrated load, P is appied at the center of a simply supported beam with length, l. What is the maximum deflection of the beam in millimeters? P = 27 kN, l = 5 m, EI = 18000 kNm2
A 7-m cantilever beam supports a concentrated load equal to 60 kN at the midspan. Using Double Integration Method, what is the deflection 5 m from the fixed end?
A 10 m cantilever beam has a concentrated load of 10 KN at the free end. Find the maximum deflection of the beam. (El = 7,000 KN.m2) .
A 35-kg disk rests on an inclined surface for which μs = 0.2. Determine the maximum vertical force P that may be applied to bar AB without causing the disk to slip at C. Neglect the mass of the bar.
I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upward
A beam with length L is fixed at both ends. It is loaded with a concentrated force P at L/3 from the first support. Draw the loading diagram. If the beam has a length of 10 m, cross section of 200x200mm, and force P is 10 kN, what is the deflection at midspan (in mm)?
The pole is subjected to the force F which hascomponents Fx = 1.5 kN and Fz = 1.25 kN. If β = 75°,determine the magnitudes of F and Fy.
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.
A cylindrical caisson having an outside diameter of 7m floats in sea water sg=1.03 with its axis vertical and its lower end submerged 6m below the water surface. If its center of gravity is on the vertical axis and is 3m above the sea water surface. a. Determine the value of MBO, in meters b.Find the true metacentric height in meters is the caisson stable? c. find the restoring or upsetting couple, in kN-m, when the caisson is tipped through an angle of 9degree.
A 7m cantilever beam supports a concentrated load equal to 60KN at the midspan. Using double integration method, what is the deflection 5 m from the fixed end
For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at C