The following level notes for the determination of BM#2 do not check. The elevation of BM#1 and the rod readings are correct. Determine the corrected elevation of BM#2. STA B.S. H.I. F.S. ELEV. BM 1 6.72 127.36 120.64 TP 1 12.43 138.55 1.24 126.12 ТР 2 2.65 140.09 1.11 137.44 TP 3 0.54 132.59 8.04 132.05 ТР 4 4.27 124.55 12.31 120.28 BM 2 3.02 121.33

The following level notes for the determination of BM#2 do not check. The elevation of BM#1 and the rod readings are correct. Determine the corrected elevation of BM#2. STA B.S. H.I. F.S. ELEV. BM 1 6.72 127.36 120.64 TP 1 12.43 138.55 1.24 126.12 ТР 2 2.65 140.09 1.11 137.44 TP 3 0.54 132.59 8.04 132.05 ТР 4 4.27 124.55 12.31 120.28 BM 2 3.02 121.33

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

ASSIGNMENT I SIT 1. 100 км 12 км. Im 2m с 2m B EI = constant. D 3 kN/m 4m det. a.) GA b.) GE (.) 60 E d.) Sc e) Omax
3. What is the approximate force reaction at support c? In kN A. 132.25B. 56.02C. 184.79D. 165.51E. 156.52F. 30.68G. 148.97
Find the deflection at C using the "Virtual Work Method" (VWM) (Vertical & Horizontal).
b. Situation 15: ockwise) 3,132/EI rad (clockwise) A non-prismatic beam is loaded as shown in the figure. The value of Pis 120 kN. a. b. AE 1 1.50 m 1. b. B 21 1.50 m P 303.75/El m (downward) 291.38/El m (downward) C Which of the following most nearly gives the value of the constant term in the deflection equation for segment BD? -371.25 33.75 21 1.50 m 291.38/EI m (downward) 219.38/El m (downward) b. d. Which of the following most nearly gives the deflection at B? D 1.50 m d. 371.25 33.75 d. Which of the following most nearly gives the deflection at C? 219.38/El m (downward) 330.75/El m (downward) 303.75/El m (downward) 330.75/El m (downward)
Q- The levelling staff held at a distance of 200 m is read at 4.54 m with the bubble out of centre by 2 divisions towards the observer. If the sensitiveness of the bubble is 25 secs/division, and 1 division = 2 mm, then actual staff reading must have been..
Answer the following problems using Moment Area Method
20KN 120 KN 120KN EV GOKN 40KN 40KN 2m. B 3m 8m 3m 3m 2m Determine the menber force on mem ber El. 4m
ضحعفمؤؤ
A. 283.41mB. 205.12mC. 173.78mD. 195.62mPROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW!
4m Steel wire D = 30mm E = 2X10" N 4 5m Q3-calculat the vertical movement of Point A (A 2m+ 3 m+ 80KN
A backsight reading on BM1 (Reduce level = 100.00m) was 3.250om. The inverted staff reading at the bottom of the girder was 1.250m. The reduce level of the bottom of the grider is .. А. 102.02 m В. 104.50 m C. 102.00 m D. 105.40 m tctivato WindowC
6IT.I 26KYm 7m Use three moment equations 180KN E = 110 GPa 4 I₂ = = 2010 x 10 mm Det. a.) MB flm FAM 5M HAT 0.8KN D c.) Mmax sm ग b.) Mc B 0.3mm. d.) RA Ar e.) Rc Im 3m