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

CE231 ASSIGNMENT NO.4 ENGR. FRANKLIN M. SALAS BSCEICT-UL, MENGJAIT, THAILAND) Write your name and signature on top of every page of your solution photo, otherwise it is considered invalid. 1. Locate the centroid of the following figures. a) 90 mm b) (STATICS OF RIGID BODIES) 90 mm 25 mm 120 nim A=A1-A2 Ax-A1 x1-A2 x2 Ay=A1y1-A2y2 Ans. A = 41,189 mm ³,x = 0, y = -2.95 mm 2. Compule for the moment of inertia about xo and yo of the following figures. a) b) 100 mm 5m 1=11-12 Ans. Ixo = 27,963,997 mm", lyo = 12,346,602 mm B 75 mm 8 75 mm 20 KN 2 in 2 in 2 A-A1-A2 Ax=A1x1-A2 x2 Ay=A1y1-A2y2 10 KN 3. A cable is loaded and supported as shown. Determine the horizontal and vertical components of the reactions at supports A and D., the tensions in each segment of the cable and total length of cable. Ans. B, = 26.57°, T3 = 42.49 KN 8m 120 mm 180 mm 1=11+12 100 mm I4m 50 mm ENGR. FRANKLIN M. SALAS DYCECID MENG FAIT TI

CE231 ASSIGNMENT NO.4 ENGR. FRANKLIN M. SALAS BSCEICT-UL, MENGJAIT, THAILAND) Write your name and signature on top of every page of your solution photo, otherwise it is considered invalid. 1. Locate the centroid of the following figures. a) 90 mm b) (STATICS OF RIGID BODIES) 90 mm 25 mm 120 nim A=A1-A2 Ax-A1 x1-A2 x2 Ay=A1y1-A2y2 Ans. A = 41,189 mm ³,x = 0, y = -2.95 mm 2. Compule for the moment of inertia about xo and yo of the following figures. a) b) 100 mm 5m 1=11-12 Ans. Ixo = 27,963,997 mm", lyo = 12,346,602 mm B 75 mm 8 75 mm 20 KN 2 in 2 in 2 A-A1-A2 Ax=A1x1-A2 x2 Ay=A1y1-A2y2 10 KN 3. A cable is loaded and supported as shown. Determine the horizontal and vertical components of the reactions at supports A and D., the tensions in each segment of the cable and total length of cable. Ans. B, = 26.57°, T3 = 42.49 KN 8m 120 mm 180 mm 1=11+12 100 mm I4m 50 mm ENGR. FRANKLIN M. SALAS DYCECID MENG FAIT TI

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 figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is…

A: From figure the rod and tube are connected at one end in series so, torque will be same. TBJ1 =…

Q: The parameter COD is: O a. Usually less in value than the ulitmate BOD b. Usually equal in value to…

A: The parameter COD is: a. Usually less in value than the ulitmate BODb. Usually equal in value to…

Q: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

A: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

Q: The shown circular bar is fixed to the left wall. It has a diameter of 0.5 in and length of 60 in at…

A: for having stress free of right wall, bar should be elongated maximum equal to the gap.

Q: The figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is…

Q: 0.1 m 0.3 m O.lm N- アニ0.14m 0.1 m レ -0.2 m-

Q: For the following structures, calculate -Reactions -Deformation diagrams (individual and general) An…

Q: The thin square plate shown is uniformly deformed such that €, = +1445 pe, e, = -674 uc, and y,y =…

Q: A wire of 3 mm diameter is bent into a circle and held with its ends and just in contact. If the…

A: A copper wire with a diameter of 3 mm is bent into a circle and held with its ends just touching.The…

Q: A steel column is supported at the top by two steel rods so as to prevent movement at the top in the…

A: Kx, Ky, and K are the effective length factors of compression members or columns. Mathematically,…

Question

9:16 A
<ce231assign4
CE231 (STATICS OF RIGID BODIES)
ASSIGNMENT NO.4
Sy
ENGR. FRANKLIN M. SALAS
BSCEICIT-UI, M.ENG.JAIT, THAILANDI
Write your name and signature on top of every page of your solution photo, otherwise it is considered invalid.
1. Locate the centroid of the following figures.
Y
a)
90 mm
b)
90
mm
25 I
mm
n
A=A1-A2
Ax=A1 x1 - A2 x2
Ay=A1 y1-A2 y2
Ans. A = 41,189 mm ²,x = 0,y = -2.95 mm
2. Compute for the moment of inertia about xo and yo of the following figures.
a)
b)
120
mm.
5 m
100 mm
1=11-12
Ans. Ixo = 27,963,997 mm, lyo = 12,346,602 mm
A
|||
B
75 mm
20 KN
75 mm
- X
3
14 m
2 in 2 in 2 in
A = A1-A2
Ax=A1 x1 - A2 x2
Ay A1 y1-A2 y2
10 KN
U
y
3. A cable is loaded and supported as shown. Determine the horizontal and vertical components of the
reactions at supports A and D, the tensions in each segment of the cable and total length of cable.
Ans. B, = 26.57°, T3 = 42.49 KN
8 m
3 in
TC
1=11+12
8m
120 mm
180 mm
H
** || 95%
4 in
I4m
X
100 mm
50 mm
X
:
ENGR. FRANKLIN M. SALAS
BSCE(CIT), M.ENG (AIT,TH)
1/1

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: Given figure

VIEW

Step 2: Calculation of area and centroid of part a

VIEW

Step 3: Calculation of area and centroid of part b

VIEW

Solution

VIEW

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

Solid mech.
The assembly shown in the figure consists of an aluminum tube AB and a steel rod BC. The rod is attached to the tube through the rigid collar at B and passes through the tube. The cross-sectional area of the rod is 75 mm2 and the cross-sectional area of the tube is 400 + UV in mm2, where UV is 99. A tensile load of 80 kN is applied to the rod. Take Est = 200 GPa for the steel rod, Eal = 70 GPa for the aluminum tube. Determine: (a) the displacement of end C with respect to end B (i.e., the elongation of the steel rod), (b) the displacement of end B with respect to the fixed end A (i.e., the shrink of the aluminum tube), (c) the displacement of the end C of the rod (i.e., (a) + (b)).
Question 10 of 10 0/10 三 View Policies Show Attempt History Your answer is incorrect. Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.5 in.2 and an elastic modulus of 2400 ksi. Bar (2) has a cross-sectional area of 0.832 in.2 and an elastic modulus of 3110 ksi. Assume L1=16 in., L2-38 in., Q-8.2 kips, P=3.7 kips, and R=15.6 kips. Determine the horizontal deflection of end C relative to end A. R (1) (2) A B P L2 in. Answer: ucA = eTextbook and Media Attempts: 1 of 3 used Submit Answer Save for Later Last saved 2 minutes ago. Saved work will be auto-submitted on the due date. Auto- submission can take up to 10 minates. Using multiple attempts will impact your score. 5% soore reduction after attempt 1
Solve for M/I
At a temperature of 37.4 °C a 0.49-mm gap exists between the ends of the rods shown. At a later time when the temperature has reached 128.7°C, determine the change in length of the steel rod if L = 328.25 mm and M = 215 mm. Round off the final answer to four decimal places.
The channel shape cross-section and the rectangular cross-section shown in the Figure Q4 are made of materials with elastic-perfectly plastic behaviour. The yield stress of the material used for the channel shape cross-section is y=405 MPa, whereas that used for the rectangular cross- section is 0.850y. Compute the thickness of the web, t, of the channel shape section if the two cross sections have identical plastic bending moment about the z-axis. In Figure 4, h= 74 mm, b=52 mm, a-8 mm, H=74 mm, d= 52 mm Z b h Figure Q4 Z d H