Replace the loading on the frame by a single resultant force. Suppose that F₁ = 300 N F₂ = 500 N, F3900 N, and F₁ = 400 N. (Figure 1) Figure F₁ 1 m- F₂ 0.5 m 1.5 m 1'm B 0.5 m 3 FA A 1 of 1 > Determine the angle between the resultant force and the axis. Express your answer using three significant figures. [Π ΑΣΦ 0= 55.8 Submit Previous Answers Request Answer Part C X Incorrect; Try Again; 5 attempts remaining vec μA Value Specify where its line of action intersects a vertical line along member AB, measured from A. Express your answer to three significant figures and include the appropriate units. Enter positive value if the line of action intersects a vertical line AB above point A and negative value if the line of action intersects a vertical line AB below point A. Units ? ? º measured clockwise from the positive z axis

Replace the loading on the frame by a single resultant force. Suppose that F₁ = 300 N F₂ = 500 N, F3900 N, and F₁ = 400 N. (Figure 1) Figure F₁ 1 m- F₂ 0.5 m 1.5 m 1'm B 0.5 m 3 FA A 1 of 1 > Determine the angle between the resultant force and the axis. Express your answer using three significant figures. [Π ΑΣΦ 0= 55.8 Submit Previous Answers Request Answer Part C X Incorrect; Try Again; 5 attempts remaining vec μA Value Specify where its line of action intersects a vertical line along member AB, measured from A. Express your answer to three significant figures and include the appropriate units. Enter positive value if the line of action intersects a vertical line AB above point A and negative value if the line of action intersects a vertical line AB below point A. Units ? ? º measured clockwise from the positive z axis

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

a=9, b=8, c=0 Give me right solution
üz a aplanmadı ) üzerinden etlenmiş y ioruyu etle Н V The internal shear force V at a certain section of a beam is 60 kN.m. If the beam has a cross-section shown in the figure where h=243 mm, a=112 mm, b=182 mm, c=10,8 mm and t=14,7 mm, Determine the first moment of area (Q) for the point H (mm) where L=48,2 mm.
1.1 Show your complete solution.
ASAP NEED COMPLETE SOLUTION !!
c = 4 , b = 2 , a=0
F 26 11/1/2 C + S 2 B A solid bar S (E-200 GPa, A=100 mm²) is attached to a cantilever beam (E=200 GPa, 1=250*106 mm) as shown in the figure. Calculate the force S in the bar due to an applied force F=100 kN at the free end of the cantilever. Disregard axial deformations of the beam. a=30°, L=4m
ASAP NEED RIGHT COMPLETE SOLUTION !!!
< Engineering... 700 lb 400 lb TITLEITE 11. The rectangular plate is made up of 1-ft squares as Shown. A 30-lb force is applied at point A in the direction shown. Calculate the moment of the force about point B by at least two different methods 1 ft I 1 ft -x B P = 30 N 1.6 m A 12. The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the moment Of P about point B and about point A. B A 45° □ Q : 30 lb 1.6 m D/TU 4/16
If M = 7.06 and w = 17.2, Determine the Bending Moment at point B of the Beam shown. w in kN/m Min kN.m C B 3 m 4 m Round your answer to 2 decimal places. AZZ
The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. Compute the vertical displacement (in mm) of point C caused by the 50-kN load. Express your answer to two decimal places. Do not include the unit. * E = 200 GPa A = 300 mm2 L = 3 m 50 kN 2 m 2 m A В D 3 m 1.5 m
Problem 01. (A-ODD) Given P1 = 40 Ibs and P2 = 100 lbs. (Use negative sign to indicate a direction of going down and going to the left.) 15 129 a. Determine the resultant of the two forces. b. Determine the components of the resultant along x axis. C. Determine the components of the resultant along y axis.
Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. A simply supported 5-meter beam is an S- Beam, S610 x 119. If the beam has no external load, A. What is the reaction of the hinge support of the beam? Express the answer in Kilo-Newton? B. What is the reaction of the roller support of the beam? Express the answer in Kilo- Newton.