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Optimization of rectangular concrete beams and axially loaded columns using limit state method

By: Material type: TextTextPublication details: Ludhiana PAU 1989Edition: Civil EngineeringDescription: 155LSubject(s): DDC classification:
  • T 624.177.2 J35O
Summary: Expressions have been formulated for optimum design of singly reinforced rectangular beams and axially loaded columns. The values of optimum parameters is determined and charts have been prepared so as to cut down the designers' time, effort and cost. It
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Item type Current library Call number Status Date due Barcode
Theses/ Dissertation Theses/ Dissertation Mohinder Singh Randhawa Library T 624.177.2 J35O (Browse shelf(Opens below)) Not for loan 186473
Theses/ Dissertation Theses/ Dissertation Mohinder Singh Randhawa Library T 624.177.2 J35O (Browse shelf(Opens below)) Not for loan 186474

Expressions have been formulated for optimum design of singly reinforced rectangular beams and axially loaded columns. The values of optimum parameters is determined and charts have been prepared so as to cut down the designers' time, effort and cost. It

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