Q3. Estimate the precipitation depth at station X with coordinates (0,0) using four quadrant method. Precipitation depth (cm) Quadrant Rain Coordinate gauge A 10 3 3.5 18 26 9.5 4 II 4.0 11 -8 E 0.5 14 -26 III F 2.3 -4 -22 7.6 -10 -5 IV H. 2,3 -21 19 WE PRODUCE PROFESSIONALS With Wisdom, Wg FY2re QUTHM Gauge X was installed in January 1975 and removed from its original location in January 1962. Adjust the record as in Table Q4 for the period from 1958 to 1962 using the records at gauges P, Q and R. Q4. Table Q4 Annual rainfall for each station Annual rainfall (cm) Year P R 1958 54 50 56 50 1959 60 60 66 58 1960 64 58 70 60 1961 68 66 74 62 1962 58 58 60 52 1963 56 52 54 60 1964 64 68 68 72 1965 70 68 72 76 1966 62 58 68 72 1967 56 54 58 62 1968 50 44 50 56 1969 56 50 58 60 1970 66 60 68 74

Q3. Estimate the precipitation depth at station X with coordinates (0,0) using four quadrant method. Precipitation depth (cm) Quadrant Rain Coordinate gauge A 10 3 3.5 18 26 9.5 4 II 4.0 11 -8 E 0.5 14 -26 III F 2.3 -4 -22 7.6 -10 -5 IV H. 2,3 -21 19 WE PRODUCE PROFESSIONALS With Wisdom, Wg FY2re QUTHM Gauge X was installed in January 1975 and removed from its original location in January 1962. Adjust the record as in Table Q4 for the period from 1958 to 1962 using the records at gauges P, Q and R. Q4. Table Q4 Annual rainfall for each station Annual rainfall (cm) Year P R 1958 54 50 56 50 1959 60 60 66 58 1960 64 58 70 60 1961 68 66 74 62 1962 58 58 60 52 1963 56 52 54 60 1964 64 68 68 72 1965 70 68 72 76 1966 62 58 68 72 1967 56 54 58 62 1968 50 44 50 56 1969 56 50 58 60 1970 66 60 68 74

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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