For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H Ch G F E Answers: x-axis:x= 8m Equation of line: y = IM F₁ 5.92 B M 0.490 -F D -F₂ m X+ 2.91 3

For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H Ch G F E Answers: x-axis:x= 8m Equation of line: y = IM F₁ 5.92 B M 0.490 -F D -F₂ m X+ 2.91 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the y-coordinate of the centroid of the shaded area. y 0.25h 69° 69° Answer:y = i h Save for Later Attempts: 2 of 3 used Submit Answer
A Y 49| 72% 5:28 X 13.Calculate Centroid ( X ) of 0/2 shaded area shown in Figure 4 with reference to left edge of figure as reference y axis and base of figure as reference x axis. 50 ст 100 cm 25 cm 100 cm 100 cm 50 сm 25 cm Figure 4 70.24 mm 70.44 mm 70.74 mm 70.94 mm Correct answer 70.94 mm
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty
Using AISC Manual tables to determine the available compressive and flexural strengths, determine if an ASTM A992 W14x99 has sufficient available strength to support the axial forces and moments, where PD = 150 kips, PL = 250 kips, M-250 kip- ft, and Mry=80 kip- ft. The unbraced length is 14 ft and the member has pinned ends.
1) The measure of the missing angle in the triangle below is. 95 350
FOUR DECIMAL PLACES IN THE FINAL ANSWER
Please show complete answer.
B1
Using Area Moment Method (AMM), Calculate the change in slope between tangent lines drawn at points A and C, i.e. BAc in terms of EI? 75 KN A В 2 m 3 m
Engineering survey شمدنسحب
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying The sum of the interior angles of a polygon of n sides is 1260 degrees. Find n