
Design beams against shear by selecting stirrups and longitudinal reinforcement guided by shear force diagrams and crack patterns. Learn concrete shear strength, reinforcement spacing, and minimum requirements to ensure capacity.
The lecture demonstrates a reinforced concrete beam shear design example, calculating applied shear and bending moment, evaluating concrete and steel capacities, and detailing double-legged stirrups and web reinforcement spacing.
Design reinforced concrete stair slabs by calculating incline loads, selecting minimum depth, and detailing tension reinforcement and bar spacing.
Explore the design of one-way slabs, distinguishing them by the longer-to-shorter ratio and cantilevered configurations, and learn about main and distribution reinforcement, minimum steel, and bar spacing.
design a one-way slab: determine minimum and effective depth, compute loads, and specify reinforcement with 18 mpa concrete and 280 mpa steel, detailing main and distribution bars and spacing.
Design slabs with four-edge support using the ECI 1963 method, compute moments in short and long directions, determine steel areas and spacing, and apply minimum thickness rules with ASA coefficients.
Designs an RCC two-slab system for four edge-supported panels, identifies case nine, computes panel moments, selects a 150 mm slab thickness, and finalizes reinforcement totaling 300 mm².
Design RCC two-slab panels by computing moments in x and y directions using extracted coefficients, then determine steel area via exact formula, compare with minimum, and finalize spacing.
Explore the detailing of curtailment in RCC two-slab design, covering main and negative reinforcement placement, bar extensions, spacing, and calculation of curtailment lengths.
Hi,
I hope you will be fine and doing well. In this course I will cover the following topics
Lecture 1 Shear Design of Beams [ Reinforced Concrete Beams ]
Lecture 2 Design of Stair Slab [ Reinforced Concrete Slab ]
Lecture 3 Design of two way slab [ Reinforced Concrete Slab ] as per ACI Coefficient Method