Problem 6.33D EquilibriumDetermine the reactions atthe fixed support A due to the480 N, 1085 N and 875 Nloads which act along the x, yand z axes respectively.You must include a free-bodydiagram.480 NxA1.3 m0.5 m0.65 mSTRAKESHEER STRAKEBUTTCONNECTIONCOTION"SHELL OROUTER PLATINGSTANCHIONTRANSVERSEBULK0.75 m875 NFETRANSVERSEFRAMELONGITUDINALFRAMESTRAKE1085 N

Answered: Image /qna-images/answer/c90863c3-3478-49cb-80e4-92ecede55867.jpg

Problem 6.3 3D Equilibrium Determine the reactions at the fixed support A due to the 480 N, 1085 N and 875 N loads which act along the x, y and z axes respectively. You must include a free-body diagram. 480 N A Z 1.3 m 0.5 m 0.65 m CONNECTION SEAM TRAN OUTEN PLATING STANCHION- A 0.75 m 875 N 20 ET TRANSVERSE LONGITUDINAL A STRAKE 1085 N

Problem 6.3 3D Equilibrium Determine the reactions at the fixed support A due to the 480 N, 1085 N and 875 N loads which act along the x, y and z axes respectively. You must include a free-body diagram. 480 N A Z 1.3 m 0.5 m 0.65 m CONNECTION SEAM TRAN OUTEN PLATING STANCHION- A 0.75 m 875 N 20 ET TRANSVERSE LONGITUDINAL A STRAKE 1085 N

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

For what value M of the clockwise couple will the horizontal component Ax of the pin reaction at A be zero? If a couple of hat same magnitude M were applied in a counterclockwise direction, what would be the value of Ax? A Answers: M= i 3.0 + Y I L--x 190 lb 3.0 B M 17 1.8' 56° 147 lb lb-ft 1.8' Mc C 27°C T-sm
For what value M of the clockwise couple will the horizontal component Ax of the pin reaction at A be zero? If a couple of that same magnitude M were applied in a counterclockwise direction, what would be the value of Ax? -2.3 2.3 P 220 lb Answers: M- Ax i 1.8' 64 lb-ft lb .8'
A Thin wire of 12mm diameter Placed in a water, the amount of force require to lift the N -) ring (Neglect weight of ring) (~ = 13.2; mt² A 1 dyne B 0.5x105dyne C 497 x 105 dyne D 105 dyne
Find the reaction A @ B following indetermine structure By Force method Based on conjugate (deflaction) 8 kN/m 5 m B 4 m
L+I]2 ab)" a~bm 1 2. 6 STATICS ENGINEERS MECHANIOCS CHAPTER Lecture Notes: = m- %3D a Z = EXAMPLE: 22 ember Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of the three forces. 4.5 m +3 2.1m Pz 1400 N 900N 1.8m 1000 N 70.6m 1.8 m 1.2m ofT R+b? 14
It required to decide the reaction additives at A and D of the beam proven in under determine. employ unfastened body diagrams to reaptheeffects. RAX RAX RAY 0.75 m 1 m 2m MA RAY B 2m 40 kN 40 kN 2m 30 kN.m 40 kN B 30 kN.m 2m Hinge (a) (b) RCY c Rcx H (c) 3m Rcx RCY 30 kN/m 30 kN/m 20 kN ROY 25 KN 3m E -15 KN -30 kN/m 20 kN DE ROY 15 KN (a) Given beam and loading, (b) Free-body diagram of the entire beam, (c) Free-body diagrams of two parts separated at the hinge point
3. A beam supported on three reaction as shown in the figure consists of two segments joined at a frictionless hinge at which the bending moment is zero. 40 kN 2 m Hinge 20 kN/m 20 kN/m 1 m 1m -4 m -6 m R3 R1 R2 URE -- IN - Answer: Mmax = 57.6KN – m тах
15. Acid circular rod that is 600 mm long and 20 mm in diameter is subjected to an axial force of 50kN. The elongation of the rod is 1.40 Circular mnd that is 600 mm long, and 20 m mnm modutas of clustcity assume that the ratenia dues not yield. A. 68209 GPa B. 0.6821 GPa C. 68.21 GPa D. 682.1 GPa
13:17 X A telescope with tripod weighs 40 pounds and has geometry as shown in the figure and parameter table. Its center of gravity is at G and the ground can be considered to be a smooth surface. What are the vertical support reactions at A, B, and C? 4₁ cc 080 2021 Cathy Zupke A wamap.org parameter L₁ L2 L3 LA G 7 B The normal reaction at A is The normal reaction at B is The normal reaction at Cis value units 4.75 2 1 1 -4₂- CY ft ft ft ft =L3 4 lb lb lb
(> Indeterminate structures have number of unknown quantities available conditions of equilibrium .A equal to .B less than .C more than .D none of the above الرجاء قم بأختيار الاجابة الصحيحة
3 m- -2 m- B C- www 2 m D A The system shown above is in static equilibrium. Which of the following statements regarding particle equilibrium at point D is true? a) The sum of the forces in the x-direction must equal zero b) The sum of the forces in the x'-direction must equal zero c) Both a) and b) d) None of the above (not enough information)
answer this please. and also compute the magnitude of reaction at E in kips as well. thanksss a lot