I. Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) iterations. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Usel = 1/12 bh^3 and E = 2.15x10^7 KPa I. I. "Wx(1m)" KN "W" KN/m "Wx1/2" KN/m В 4.0 m 3.0 m 7.0 m 4.0 m b = 0.35m 4.0 m b = 0.25m b = 0.45m h = 0.50m h = 0.70m h = 0.90m

I. Using Moment Distribution Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8) iterations. Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Usel = 1/12 bh^3 and E = 2.15x10^7 KPa I. I. "Wx(1m)" KN "W" KN/m "Wx1/2" KN/m В 4.0 m 3.0 m 7.0 m 4.0 m b = 0.35m 4.0 m b = 0.25m b = 0.45m h = 0.50m h = 0.70m h = 0.90m

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: The head of water over an orifice of diameter 100 mm is 5 m. The water coming out from the orifice…

A: This question is related to Orifice and weir from Fluid Mechanics. In this question we calculate…

Q: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

Q: From the given differential leveling notes: A. Determine the difference in elevation between TP1…

A: HI1 = EL1 + BS EL2 = HI1 - FS HI2 = EL2 + BS2

Q: An ESP must treat 800,000 acfm with 99.1% efficiency. Assuming an effective drift velocity of 14…

A: Given: The discharge is 800,000 ft3/min. The efficiency is 99.1%. The effective drift velocity is 14…

Q: Calculate the coordinates of the polygon

A: Data given Find : coordinates of the polygon

Q: 40cm dia. 10cm V, = 5m/s V2 water

Q: Using Theissen Polygon Method, calculate the average rainfall of the given section. 5km Skm Skm SI =…

Q: The simply supported beam loaded as shown in Figure 2 is made of W18 x 97. The uniform load that it…

A: Simply Supported Beam : A simply supported beam is having two supports each at end of the beam and…

Q: 12 kN/m 40 kN C A В 2 m -lm-

A: Answer:-

Q: 6. Using the following data, determine the difference in elevation between BM-15 and BM-16? Station…

Q: How shear is zero at distance of 5.18m explain mathematically

A: It is asked to prove how shear is zero at distance of 5.18m explain mathematically

Q: Using Theissen Polygon Method, calculate the average rainfall of the given section. Skm Skm Skm SI =…

Q: 7.6 For the following consolidated drained triaxial tests on a clay, draw a p' versus q' diagram and…

A: Given data:Testp' (kN/m2)q' (kN/m2)128.7535.46238.3337.38373.7949.834101.664.25134.276.7Stress parth…

Q: Determine cleflection a=2.5 at b.) Determine cleflection at b=0.4 C) Determine the rotation at c=1 a…

A: Given:Required:Note: As per bartleby guidelines, only first 3 subparts among multiple subparts need…

Q: 20 kN y 30 -x- 45° 8 kN 4 kN Problem 2/80

Q: The staff reading taken on a workshop floor using a level is 0.645 m. The inverted staff reading…

A: Given data : Reduce level of floor (R.LF)=40.500 mStaff reading on floor=0.645Inverted staff reading…

Q: Convert 227 ft/min to meters/sec

A: We know that, 1 ft = 0.3048 meters and 1 min = 60 sec

Q: Two Pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A and…

A: Two pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A and…

Q: YD D 7 m В 2 m 2 kN

Q: 1.find interval latidude

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: Figure 2: 20KN 70° A 00 10 KN 3M 10.0 M IS KN X B 1.0M

Q: ame 2.20 Stuation VII: Water flows from a reservoir A with water surface elevation 150 m above sea…

A: As per our guidelines it is required to answer only first one. So please repost other as separate…

Q: 6 m B 60 kN A 5 m D 60 kN C 5 m F 160 kN E 5 m G

Q: 2. An engineer's level with stadia constant of 0.3 and stadia interval factor of 100 was set up at…

A: stadia constant =c =0.3 stadia interval factor= 100

Q: A circular duct has a diameter of 0.74m. Find the equivalent width and height of rectangular duct…

A: ASKED: To determine the equivalent size of a rectangular duct for a given circular duct. Given,…

Q: B) RA =, KN, R = KN/m 60 KN/m 55KN 175 KN A 6.00 m R 1.50 m 4.00 m

Q: A. A horizontal distance of 598.25mis to beestablished along a line that slopes at a vertical angle…

A: To determine slope distance should be laid out? Temperature correction per tape length Temperature…

Q: QSTRUC2

Q: In the leveling between two points A and B on the opposite sides of a pond, the level is first set…

A: Given data: On the opposite side of a pond, the level is first set up near the point A and staff…

Q: Width U/S of dam = 49.3 , length of spillway = 23.8 , head above crest 5.5 if approach velocity will…

Q: 14. For a wide rectangular channel y>>B. a) True b) False

A: Since , AREA(A) = B.y & Perimeter( P) = B+2y Where B>>y

Q: Water is flowing through a pipe at a pressure of 130 kPa and a velocity of 50 cm/s. what is the…

A: Total head is the summation of pressure head velocity head and that of head. Let's calculate…

Q: A river is approximated as a trapezoid as shown below. For the sides n=0.09. For the bottom n=0.02.…

A: Formula used Q= summation of (1.49/ni×Ai×Ri 2/3×So1/2)

Q: FIND The draft/ depth of Floatation

Q: Show step by step solution

A: Answer to this question is given below.Explanation:

Q: hing= 20 kN/m 4.

Q: 1.find interval normal

Q: For the given force system shown in figure 1, if force P=150kn & force F=300kn, determine the…

A: Since the given question has sub multi parts therefore as per guidelines only 1-3 parts will be…

Q: Width U/S of dam = 45.7 , length of spillway = 14.2 , head above crest = 14.9 %3D %3D if approach…

A: A dam is a pressure driven design of genuinely impenetrable material worked across a waterway to…

Q: What is the Lateral Clearance “M”, given the following: R = 30 S = 45m

A: Radius r = 30 Distance s = 45m

Q: Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° 35° 1

Q: 10 m B 60 KN 40 KN 80 KN 30 m 50m- 50m 30m

Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

Concept explainers

Pressure and Stress

Question

W=1381 KN/m

I.
Using Moment Distribution Method, determine all reactions at supports also, determine shear and
bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa. Use eight(8)
iterations.
Using Slope Deflection Method, determine all reactions at supports also, determine shear and
bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa
Using Three Moment Equation, determine all reactions at supports also, determine shear and
bending moments with complete labels. Usel = 1/12 bh^3 and E = 2.15x10^7 KPa
I.
I.
"Wx(1m)" KN
"W" KN/m
"Wx1/2" KN/m
В
4.0 m
3.0 m
7.0 m
4.0 m
b = 0.35m
4.0 m
b = 0.25m
b = 0.45m
h = 0.50m
h = 0.70m
h = 0.90m

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Trending now

This is a popular solution!

Step by step

Solved in 8 steps with 8 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

I need complete solutions please, thank you.
Determine the force of all members using METHOD OF JOINT. Answer in 3 decimal places only. TRUSS MEMBERS ● FORCE COMPRESSION OR TENSION
I need complete solutions please, thank you.
4.151 Determine the forces in members EF, BF. and BC.
1. In figure 1, a 20kn cylinder is supported by a rod AB inclined at 20° with respect to the horizontal and rests against the uniform bar CD which weighs 10kn. Assume the pins A, B, C, D, and the rollers to be smooth and frictionless. Draw the FBD of the cylinder B, and find the compressive axial force acting on the rod AB. 2. In problem 1, find the normal force acting between the cylinder and the rod CD (specify if compression or tension) 3. In problem 1, draw the FBD of bar CD and determine the magnitude and direction of the force reaction at support C. 4. In problem 1, determine the magnitude and direction of the horizontal component of the force reaction at support D. 5. In problem 1, determine the magnitude and direction of the vertical component of the force reaction at support D. 6. In problem 1, determine the magnitude and direction of the resultant force reaction at support D. Figure 1:
B 15 kN 20 kN 3. E D 3 m 3 m
10. A beam, having a effective depth of 450 mm, base of 300 mm, and As of 2000 sq. mm. Have the following values: fc'%3D 30 MPaа Vu = 160 kN Mu = 200 kN-m a) What is the value of Vc using detailed equation?
G
2. h, = 2.399 m, h, = -1.556 m, hz = -1.528 m, h4 = 1.542 m, HA = 136.126 m, H = 137.038 m. Point Distance /km 1, /m v, /mmh, ' /m H, /m A 1.0 2.399 136.126 1 1.5 |-1.556 1.8 -1.528 1.2 1.542 B 137.038 S β-Σh-(Η, -Η) - S - 240/ī - 2.
Fill in the blanks Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that the water strikes at B. VA = 40 ft/s 4 ft - 1 attachment - 8 ft
1. For the given force system shown in figure 1, if force P=150kn & force F=300kn, determine the magnitude and direction of the horizontal component of force P. 2. In problem 1, determine the magnitude and direction of the vertical component of force 600kn. 3. In problem 1, determine the magnitude and direction of the horizontal component of the resultant force. 4. In problem 1, determine the magnitude and direction of the vertical component of the resultant force. 5. In problem 1, determine the magnitude of the resultant force. 6. In problem 1, determine the angle of inclination of the resultant force with respect to the positive x-axis.
Please answer. I need the answer after 40 minutes. Rate will be given accordingly.