Part 3 : Wind Load Example. Here you find the determination of internal and external wind pressure coefficients for this duo-pitch roof building as per BS 6399-2.
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Part 2: Continuous One-Way Slab Design to EC 2
Part 1: Continuous One-Way Slab Design to EC 2 (Introduction)
Last Part: BS 6399 Wind Load Example (Net Surface Pressure)
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Part 3: BS 6399 Wind Load Example (Internal & External Wind Pressure Coefficients)
Part 2: BS 6399 Wind Load Example (Wind Dynamic Pressure)
Part 1: BS 6399 Wind Load Example (Introduction)
Part 4: Beam Design to EC2 (Durability & Fire Resistance)
Part 3(c): Beam Design to EC2 (Shear Reinforcement Cont'd & Final)
Part 3(b): Beam Design to EC2 (Understanding Shear Failure & Stirrups)
Part 3(a): Beam Design to EC2 (Shear Reinforcement)