Answered: 800 N 38.8 N upward 194 N downward…

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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423 N is also wrong. Please answer correctlg
200kg 12 wedge A 2865 N B) 2685 N 2391 N
3456 7 8910 200 b00 Find Po FiL assume i 8/
f=oowo6 20m B Llom ひる。 15m Le lon lom A find Zo, and direction flow D. 1.5
The Free-Body diagram for joint D is drawn assuming that all internal forces are in tension. Solve for the forces in AD and CD. The forces are positive if in tension, negative if in compression. CD 42 AD 3170 N
1. The northing and easting of points P1 and P2 are: Points Northing Easting P1 1,234.50 1,567.80 P2 1,567.80 1,135.50 a) Determine the latitude and departure of line P1-P2 b) What is the bearing and distance of line P1- P2? 2. The bearing of Line BC is N 23o45’ W. If the next line CD deflect to the right by 25o34’, determine the bearing of Line CD.
b) Whole circle bearing of line connecting TP1 and IP is 30⁰0 and whole circle bearing of line connecting IP and TP2 in 120°. The distance between TP2 and TP3 is 400.000m. Chainage of TP3 is 2800.000 m. Calculate the chainage of TP 1. TP₁ IP R-750m TP₂ TP3
PROBLEM: A straight railroad AL intersects the curve highway route BC as shown in the figure. Distances on the route are measured along the arc using the data specified. Find the stationing at the point of intersection "P" of the railroad and the highway curve. (USING STA C) Figue R= G00m T-180 Given: Sta V= 10 +019. 20 T= 104° %3D IT R= GOO M I 104 120 m
Ⓒ Two tangents intersect at sta. +550. A compound curved laid on their tangents has the following data. I₁= 3P; I ₂ = 36²; D₁ = 3° ; D₂² = 5° a) compute the stationing of P.C, P.CC.A P.T. b) If the P.T. is moved is in out, compute the station of the P.T. with the .P.C.C. on the same paint.
Q3/ A survey line AB crosses a river. Line DF and CG are run perpendicular to the survey line having lengths of 100m and 200 m respectively. Another line FH is set at the right angle to DF such that point G lies on the survey line at the extension of EF and at a distance of 175m from F. Compute the distance AB. If the distances AC = 25m and EB= 75m. .B 75m LE D 100m 175m C 25m A F H 200m Tra G
Fill in the blanks / identification: The weight of the suspended pipe in figure shown is 450 N. a. Determine the tensile force in BE a. 538.69 N c. 837.60 N b. 665.80 N d. 557.31 N b. Determine the tensile force in BD a. 538.69 N b. 665.80 N c. 837.60 N d. 557.31 N
Q3/ Find the moment about point O and its direction 275 N 1600 N 0.5 1.5 m 18 m 300 N 1.25 m 50 0.6 m 350 N 650 N

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800 N 38.8 N upward 194 N downward dounuord