1. Calculate the instantaneous and total long time (beyond 5-years) mid span deflectionof the beam shown in Fig. (1). It carries service dead load (including self-weight) of10KN/m and live load of 15 kN/m.3025675 mmd=600 mm3m350 mmFig. (1)2. Calculate the instantaneous and total long time mid span deflection (beyond 2-years)of the beam shown in Fig. (2) when it carries service dead load (including self-weight) of 30kN/m and live load of 25 kN/m assuming that 20%live loadsustained.300mmA + 50mmTlø32Omm475400mmmm26327.5m300mm300mm3. Calculate the instantaneous and total long time (beyond 5-years) mid-spandeflection of the beam shown in Fig. (2) when it carries service dead load (includingself-weight) of 50KN/m and live load of 45 kN/m assuming that 20% of live load issustained. Use f = 28 MPa, and f,= 420 MPa.65 mm2#16 bars2#16 bars610 mm6#25 bars6#25 barsan mm3506.0 m HHMid-span crossFig. (3)

Given Dead load=10kN/m Live load=15kN/m b=350mm d=600mm L=3m

1. Calculate the instantaneous and total long time (beyond 5-years) mid span deflection of the beam shown in Fig. (1). It carries service dead load (including self-weight) of 10KN/m and live load of 15 kN/m. 3025 675 mm d=600 mm 3m 350 mm Fig. (1)

1. Calculate the instantaneous and total long time (beyond 5-years) mid span deflection of the beam shown in Fig. (1). It carries service dead load (including self-weight) of 10KN/m and live load of 15 kN/m. 3025 675 mm d=600 mm 3m 350 mm Fig. (1)

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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