fong Туре concrete beam shown in Fig. 8.3. The beam has a rectangular cross- section of 0.3 m × 0.6 m and a effective span of 16 m. 0.1: 0.2 0.2 0.1 4 8 m 4 fc SO N/ mn? Pé = 800' KN Pe- 650 KN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Find the short term and long term deflections of the type 1 prestressed
concrete beam shown in Fig. 8.3. The beam has a rectangular cross-
section of 0.3 m × 0.6 m and a effective span of 16 m.
0.1:
+0.2
0.24
0.1
4
8 m
fc= 50 N/ mrn?
800' KN.
Pe-
G50 KN
Transcribed Image Text:Find the short term and long term deflections of the type 1 prestressed concrete beam shown in Fig. 8.3. The beam has a rectangular cross- section of 0.3 m × 0.6 m and a effective span of 16 m. 0.1: +0.2 0.24 0.1 4 8 m fc= 50 N/ mrn? 800' KN. Pe- G50 KN
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