Consider the frame shown in (Figure 1). Suppose that F₁ = 21 kN. Figure A 1.5 m B -1.5 m < 1 of 1 E ▼ Part A Determine the x and y components of reaction at pin A using scalar notation. Express your answers using three significant figures separated by a comma. AT, Ay OF IVD ΑΣΦΑ vec ↓↑ ? kN

Consider the frame shown in (Figure 1). Suppose that F₁ = 21 kN. Figure A 1.5 m B -1.5 m < 1 of 1 E ▼ Part A Determine the x and y components of reaction at pin A using scalar notation. Express your answers using three significant figures separated by a comma. AT, Ay OF IVD ΑΣΦΑ vec ↓↑ ? kN

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

Q5) What are "kink-band" failure modes?
What will be the corrected staff reading at a point A if the staff reading taken from an instrument setup at a distance of 2 km from point A is 3.5 m? O O 3.769 m 3.231 m 0.808 m O None
I need help!
can you solve it using DIM
Byusing Area MomentMethod, Determinethe deflectionatthemidspanofthebeamshown. 30 kN/m A C B 5 m- to -2 m- El = constant %3D E= 200 GPa I = 1460x10mm“
Draw the shear and moment diagrams for the double overhanging beam. 8 kN/m 2B -1.5 m 3 m -1.5 m. Fig Q3
i need the answer quickly
Determine the slope and deflection of the beam shown in Figure at point E by the area of moments method.
Find the moment of inertia of the object about its centroid
rotate command Rotates ---objects around new angle O around a base point. O around new direction
Byusing Areamoment Method, Determinethe deflectionatthefreeend ofthebeamshown 180 kN 15 kN/m B C D -5 m- -5 m- -4 m- El = constant %3D E = 70 GPa I = 2,340 (106) mm4
Draw a sketch of level rods (as seen from the eyepiece of an engineer's transit) with the following measurements. 2.255 m 1.452 m 3.515 m 0.250 m 2.518 m i. i. iii. iv. V. Example: SDS