'Reinforcement ratio' presentation slideshows

PCI 6 th Edition

1.52k views • 127 slides

By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt.

By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. Reinforced Concrete Design-3 Flexural Design of Beams. Working Stress Design Method. Design of beam by Working Stress method.

387 views • 29 slides

By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt.

By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. Reinforced Concrete Design-3 Flexural Design of Beams. Working Stress Design Method. Design of beam by Working Stress method.

293 views • 29 slides

DESIGN OF BEAM (AS PER ACI CODE)

DESIGN OF BEAM (AS PER ACI CODE). CONTENT. ASSUMPTIONS EVALUATION OF DESIGN PARAMETERS MOMENT FACTORS Kn, ? STRENGTH REDUCTION FACTOR ? BALANCED REINFORCEMENT RATIO ? b DESIGN PROCEDURE FOR SINGLY REINFORCED BEAM CHECK FOR CRACK WIDTH DESIGN PROCEDURE FOR DOUBLY REINFORCED BEAM

485 views • 23 slides

Reinforced Concrete Flexural Members

Reinforced Concrete Flexural Members. Reinforced Concrete Flexural Members. Concrete is by nature a continuous material. Once concrete reaches its tensile strength ~400 psi, concrete will crack. Stress in steel will be ~ 4000 psi. Design Criteria. Serviceability Crack width limits

684 views • 20 slides

Reinforced Concrete Flexural Members

Reinforced Concrete Flexural Members. Reinforced Concrete Flexural Members. Concrete is by nature a continuous material. Once concrete reaches its tensile strength ~400 psi, concrete will crack. Stress in steel will be ~ 4000 psi. Design Criteria. Serviceability Crack width limits

279 views • 20 slides

Building

Building. Prof Sarosh Lodi. TOPICS COVERED. Intro. FLEXURAL MEMBERS OF SMRF. General Clear span not less than 4 times effective depth Width/depth ratio not less than 0.3 Width not less than 10 in

290 views • 16 slides