Hi Please answer replace x=0 , y= 7, z= 8 I National UniversityCollege of Engineering19005. Determine the magnitude of the resultant, its direction and position from point A. (3decimal places for magnitude and distance )75 N/m12z N35 N/m2.y m2.y m4x N/mAOB10 m

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Answered: Determine the magnitude of the…

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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Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the azimuth of A-B is 45°32', then the heading of A-B is: 2) If the azimuth of A-B is 295°25', then the heading of A-B is: 3) N17°45'10" 4) S45°20'12" 5) 130°19'10"
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
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The force and couple system shown is equivalent to a force and a couple. Compute for the values of F and theta if the resultant force is equal to 5kN directed 30° N of W. At what point would the resultant force intersect line CD if the resultant couple moment is equal to 150kN-m clockwise?
P (N)=570 L1 (mm)=75 L2 (mm)=180 Eal (GPa)=74 Est (GPa)=205
The altitude of a right parallelepiped is 20cm and the base is a rhombus with diagonals 14cm and 48cm. find the volume of the parallelepiped.a. 1680 c. 1068b. 1860 d. 1608 A right circular cone has a fixed height if 20cm. what is the rate if change of its volume V with respect to its radius r. if the radius is 10.50cm?a. 130 pi c. 150 pib. 140 pi d. 120pi In the ellipse x2+3y2+2x+6y=0, find the length of the diameter which has a slope of 1.a. 2 square root 2 c. 1b. 1/2 d. 2
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Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line. Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank u)
solving equations 5 and 6 actually gives you EIθB=60.69, EIθC=-210.52
Given: θ=20o30' Upper Reading=2.800 m Middle Reading=2.000 m (rod reading (RR)= h) Lower Reading=1.200 m Height of Instrument=1.20 m Elevation at point O=140.50 m K=100 C=0 Compute the horizontal distance Determine the vertical distance Calculate the inclined distance find the elevation of point P
A tacheometer fitted with an anallatic lens was used to observe the following:InstrumentStation W.C.B Staff Station VerticalAngle Staff Readings(m) C 320 0 A -12 0 0.906, 1.728, 2.550C 50 0 B + 10 0 0.744, 2.199, 3.654The value of the constant was 653and the staff was held vertically. Determine thelength R.L of A & B and gradient of AB
An 80 m spiral is used to connect a 4o simple at both ends. 1. Compute the long tangent. a. 53.37 m b. 42.51 m c. 26.73 m d. 36.41 m 2. Compute the deflection angle at second quarter. a. 2 deg b. 0.67 deg c. 1.33 deg d. 0.33 deg 3. Compute the tangent distance if I = 50deg. a. 261.51 m b. 185.62 m c. 128.14 m d. 174.02 m

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Determine the magnitude of the resultant, its direction and position from point A. (3 decimal places for magnitude and distance) 75 N/m 12z N 35 N/m 2.y m , 2.y m 4x N/m ΑΣ 10 m 5.