Wind and Seismic Analysis WASA or Building Design Notes.pdf

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Wind and Seismic Analysis, WASA notes, Building Design Notes framed tubes Structural Systems: Types of structures and Structure’s forms, different type of design load, load path diagram Aspect ratio overturning resistance load combination Symmetry and Asymmetry in building forms, Vertical and lateral load resting elements, shear walls, framed tubes and various multi-storey configurations. Evaluation of structural system, strength and stiffness of a building, seismic force, lateral load resisting elements building configuration and seismic design, building design uplift racking overturning, regular & irregular shape of building, tube structured, outrigger structure, Wind and Seismic Analysis notes,

Wind and Seismic Analysis WASA or Building Design Notes.pdf

Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.

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Get PPT here https://civilinsider.com/design-philosophies-of-rcc-structure/ www.civilinsider .com www.civilinsider .com www.civilinsider .com www.civilinsider .com Various design philosophies have been invented in the different parts of the world to design RCC structures. In 1900 theory by Coignet and Tedesco was accepted and codified as Working Stress Method. The Working Stress Method was in use for several years until the revision of IS 456 in 2000. What are the Various Design Philosophies? Working Stress Method limit state method ultimate load method #civil insider

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WRED Water Resources Engineering Design lab Record work by Mr.Denish Jangid Index 1) A Canal was designed to supply the irrigation need of 1200 hectare of land growing rice of 140 days. Base period having a delta of 134 cm. If this canal water is used to irrigate wheat of base period 120days having a delta of 52cm. Calculate area of land that can be irrigated? 2) Design an irrigation channel using Kennedy’s theory to carry a discharge of 15 cumecs and take N=0.0225, m=1, S= 1in 5000 3) Design an irrigation channel using Lacey’s theory for a discharge of 20 cumecs and silt factor=1.0 4) Design an irrigation channel in a non erodible material to carry a discharge of 15 cumecs when max. Permissible velocity is 0.8m/sec. Assume bed slope 1 in 4000 side slope 1:1 & mannings N=0.025 5). Design a suitable cross-drainage work, given the following data at the crossing of a canal and drainage. Canal: Drainage: Full supply discharge = 32 cumecs High flood discharge = 300 cumecs Full supply level = R.L. 213.5 High flood level = 210.0 m Canal bed level = R.L. 212.0 High flood depth = 2.5 m Canal bed width = 20 m General ground level = 212.5 m. Trapezoidal canal section with 1.5 H: 1 V slopes. Canal water depth = 1.5 m 6) Lab Problem Check the stability of Gravity dam? 7) One hour triangular unit hydrograph of a watershed has the peak discharge of 60 M3/Sec. at 10 hours & time base is 30 hours. The Ø- index is 0.4cm/hr. & base flow is 15 M3/Sec. Then Calculate (i) Catchment area of watershed? (ii) If there is rain fall of 5.4cm in hour then what are the ordinate of flood hydrograph at 15th hour?

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