yDetermine the area of the section.855.3585.3163.0855.312″O585.32.8Determine the moment of inertia with respect to the centroidal x-axis.163.0136.01.35.20.5136.0Determine the moment of inertia with respect to the centroidal y-axis.713.5Xo

To determine the, A) Area of the section B) Moment of inertia with respect to X-axis C) Moment of…

Answered: y 29 Determine the area of the section.…

y 29 Determine the area of the section. 12" 855.3 2.8 585.3 5.2 0.5 7 Determine the moment of inertia with respect to the centroidal x-axis. 13.5 Xo

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

y
Determine the area of the section.
855.3
585.3
163.0
855.3
12″
O585.3
2.8
Determine the moment of inertia with respect to the centroidal x-axis.
163.0
136.0
1.3
5.2
0.5
136.0
Determine the moment of inertia with respect to the centroidal y-axis.
7
13.5
Xo

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45. Blocks A and B have a mass of 14 kg and 20 kg, respectively. Using the coefficients of static friction indicated, determine the largest vertical force P which can be applied to the cord without causing motion. 300 mm As = 0.1 D Hs = 0.4 B 400 mm C A Hs = 0.4 Hs = 0.3 %3D 378.96 N b. а. с. 368.96 N 348.96 N d. 445.61 N P.
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Əs = 0.00245 rad 4 ADe= €r [l60 (3] 480 EI EI Ape= E[4(724.3) - 480] DO 2417.2 kN.m EI 2417.2 70(2340) = 0.01476m A = 14.76 mm↑ Use the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m В D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 390/EI 3.82 ft 120/EI * Diagram (km) EI E I -Tangent at D ADC A DAC I -Tangent at C
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seraap CAN THE TWo BLOCKS BE IN EQUILIBRIUM C ANSWER ALL SURFACES ARE FRICTIONLESS S UURnriumoHs NO Sod H N EXCEPT THE HORIZONTAL SURFACE BENEATH A =1So KN ৪ স০০1 NS8 S0.23
b e Locate the centroid x™ of the cross-sectional area for the angle. Seta =10in ., b = 30 in . x=15.0in Find the moment of inertia ly’ about the y' centroidal axis.
=(-15,10,40) are parallel, A. Determine if p=9i-6j-24k and or neither. orthogonal B. Find a unit vector that points in the same direction as q = i +3j +9k C. Determine the direction cosines and direction angles for D= (-3,-1/4, 1)
Can you show P2 = 0.2779P3 + 0.667P1 was solved