1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of K= 100 and C = 0.229 .Complete the tabulation and perform the customary arithmetic check. Compute for the Difference in elevation between BM-A and BM-B. BACKSIGHT FORESIGHT STA DE(m) |ELEV(M) s(m) 1.245 2.044 RR(m) VD(m) 1.35 s(m) RR(m) VD(m) a(") 10.56 8.15 a/) BM, 999.00 1.515 1.834 1.502 1.623 -5.15 -5.63 3.82 -10.38 TP, 1.42 1.92 -7.12 -10.52 1.25 2.24 TP2 1.72 2.05 TP3 2.426 1.66 BMg 1.48

1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of K= 100 and C = 0.229 .Complete the tabulation and perform the customary arithmetic check. Compute for the Difference in elevation between BM-A and BM-B. BACKSIGHT FORESIGHT STA DE(m) |ELEV(M) s(m) 1.245 2.044 RR(m) VD(m) 1.35 s(m) RR(m) VD(m) a(") 10.56 8.15 a/) BM, 999.00 1.515 1.834 1.502 1.623 -5.15 -5.63 3.82 -10.38 TP, 1.42 1.92 -7.12 -10.52 1.25 2.24 TP2 1.72 2.05 TP3 2.426 1.66 BMg 1.48

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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