Table Q3 Staff Readings Remarks 2.491 (BS); TBM 1 TBM 1 (24.918m) 2.469 (FS); 1.758 (BS) CP1 3.026 (IS) R1 2.267 (IS) R2 2.082 (IS) R3 1.176 (FS); 2.064 (BS) CP2 3.012 (FS); 1.25 (BS) CP3 3.052 (IS) R4 1.977 (IS) R5 2.036 (IS) R6 2.013 (IS) R7 2.157 (IS) R8 road surface immediately below B1 -3.896 (IS) B1 0.908 (FS); 1.736 (BS) CP4 1.25 (IS) R9 2.292 (IS) R10 2.102 (IS) R11 2.056 (IS) R12 3.511 (FS) TBM 2 TBM 2 (23.143m) BS= BACKSIGHT IS = INTERMEDIATE SIGHT; FS = FORESIGHT 3

Table Q3 Staff Readings Remarks 2.491 (BS); TBM 1 TBM 1 (24.918m) 2.469 (FS); 1.758 (BS) CP1 3.026 (IS) R1 2.267 (IS) R2 2.082 (IS) R3 1.176 (FS); 2.064 (BS) CP2 3.012 (FS); 1.25 (BS) CP3 3.052 (IS) R4 1.977 (IS) R5 2.036 (IS) R6 2.013 (IS) R7 2.157 (IS) R8 road surface immediately below B1 -3.896 (IS) B1 0.908 (FS); 1.736 (BS) CP4 1.25 (IS) R9 2.292 (IS) R10 2.102 (IS) R11 2.056 (IS) R12 3.511 (FS) TBM 2 TBM 2 (23.143m) BS= BACKSIGHT IS = INTERMEDIATE SIGHT; FS = FORESIGHT 3

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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