HI PLEASEE HELP, WITH COMPLETE SECTION, PLEASE DON'T MAKE IT COMPLICATED THANK YOUU STABSHIFSIFSELEVBM- a1.24234.51mTP- 11.113. 401 + 001 + 251 + 504.62.83.61 + 752.4TP-23.212.462+002+ 251.23.22 + 50ТР - 32.83.062.74BM -b2.40

Answered: Image /qna-images/answer/c1cd6715-7776-437b-b0b9-0994b6a19adb.jpg

Answered: STA sa 1.24 BM-a 234.51m TP- 1 1.11…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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ASAP c=8 d=1
T:39)
if P=140 N and a=4m and b=2m and tetta= 33.7 find F(EC) , F(ED), F(AB),F(AD)
HELP ASAP!!! P1: 280 N, P2: 590 N, x: 1.11 m, theta: 38 degrees
FQ 4.C
Following staff reading were taken with a level. The instrument having been shifted after the 4th, 7th and 10th reading. R.L. of the starting B.M. is 100.00m. Enter the reading in the form of a level book page. Find the R.L.of stations and apply usual checks. 2.665,3.745,3.830,2.275,2.645,0.385,0.960,1.640,2.845,3.845,2.680,and 3.265.
ADDITIONAL INFO: KxLx=17.6, KyLy=10, phiPn of W10x77=869kips, phiPn of W12x53=167kips SHOW STEPS
Answer = 287 cfs
Water flows in triangular V-notch steel channel, with vertex if 60°, at a velocity of 1.2m/s. Find the normal depth of flow if the channel is laid on a slope of 0.0017. use n=0.014 Group of answer choices 0..9m0.8m0..7m0.6m
Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
From point A (elev=120m) , the angle of elevation of the top of a building is 29°. From point B, 321m nearer the building and 19.65m lower than point A, the angle of elevation of the same building is 51°. Find the elevation of top of the building.
Exa . 3 D“:l'[::: 1: the following offsets were taken from a chain line to hedge: | Offset B et I B, 120 160 220 280 . 108 136 182 96 BA& TS 63 46 the hedge and the offset by (iv) Trapezoidal (Ci)o;r;;):tcrdxpe area inc.ludcd between the chain line, id ordinate rule, (ii) Average ordinate rule, (iii) Simpson's rule, rule.

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STA sa 1.24 BM-a 234.51m TP- 1 1.11 3.40 1+ 00 4.6 1+25 2.8 3.6 1+50 1+75 2.4 TP-2 3.21 2.46 2+00 1.2 3.2 2+ 25 2 +50 TP-3 2.8 3.06 2.74 BM-b 2.40