SHOW FORMULA WITH COMPLETE SOLUTION 300 mm 300 mm 300 mm 300 mm 40 mm 40 mm 40 mm 40 mm 500 mm 500 mm 500 mm 500 mm +0.30 L2 0.30 L1+ S1 S2 S2 0 50 L1 0.50 L1=7.50 m 0.40 L2 3.00 0.50 FIGURE 1. Reinforcement Detail N MINIMUM DEVELOPMENT LENGHTS AND LAP LENGTHS MIN. LAP LENGTH in tension in compression S1 375 500 BARS MIN. DE VELOPMENT LENGTH diameter in mm. 12 16 $2 210 210 S1 360 440 1. What is the total length of extra bars at the support? Figure shown above а. 5 b. none of these c. 10 d. 7.3 2. Determine the total length of bottoms bars from the figure shown above. Concrete cover is 40mm. use 16mm diameter main bar a. 31.14 b. 19.28 C. 25.36 d. 32.86

SHOW FORMULA WITH COMPLETE SOLUTION 300 mm 300 mm 300 mm 300 mm 40 mm 40 mm 40 mm 40 mm 500 mm 500 mm 500 mm 500 mm +0.30 L2 0.30 L1+ S1 S2 S2 0 50 L1 0.50 L1=7.50 m 0.40 L2 3.00 0.50 FIGURE 1. Reinforcement Detail N MINIMUM DEVELOPMENT LENGHTS AND LAP LENGTHS MIN. LAP LENGTH in tension in compression S1 375 500 BARS MIN. DE VELOPMENT LENGTH diameter in mm. 12 16 $2 210 210 S1 360 440 1. What is the total length of extra bars at the support? Figure shown above а. 5 b. none of these c. 10 d. 7.3 2. Determine the total length of bottoms bars from the figure shown above. Concrete cover is 40mm. use 16mm diameter main bar a. 31.14 b. 19.28 C. 25.36 d. 32.86

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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