2 kN 3 kN/m A 3 m B 3 m C
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- 4. Evaluate the limit. SHOW WORK!!! 3e3x – 3 – 9x lim x→0 7x2ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 2 DECIMAL PLACES. BOX THE FINAL ANSWER.)As seen in the figure, three forces act on point A. Vector the R compound of these three forces. y 4. a Fa a) O R = 341 i - 6j b) O R= 160 i - 383 J c) R= - 110 i - 176 J d) R= - 279 I+ 295 ) e) R= 881 1 - 238 j R= - 65 1- 393 g) R= 93 i- 64) h) R= 406 i - 410)
- How many minutes you took Name: to solve this problem? ID.: Section : HW-2 Replace the loading by an equivalent resultant force and determine where its line of action intersects post AB measured from B. 0.5 m B. 500 N 1m 02 m 250 N 30 1m 300 NDimension the cross section of the rectangular cross section cantilever bar given loading status and dimensions. (Ostetx = 1200 N/cm²; Listetx = 180 N/cm) 4000N b . 4 N/cm h = 2b 400 cmI need the answer as soon as possible
- a2f a2f Show that the function f(x, y, z) = e3x+4y.cos(5z) satisfy + əx² Əy² 82f = 0 az² 02f 021, 02/Gate ACB is in a shape of a sector of a circle whose radius is 6m as shown. Determine the following: a) Horizontal component FH is Blank 1 KN b) Vertical component Fv is Blank 2 KN c) Distance of FH from point "C" is Blank 3 m c) Distance of Fv from point "C" is Blank 4 mY. 3.5 314 1. The cross section shown in the figure is a structural member known as a z- section.Compute the following: (1) cross sectional area, (2) centroidal moment of inertia,lxo. And (3) centroidal moment of inertia, Iyo. 2.625 6-4.5 -X, -3/4 314] 3/4 '1.375 3.5