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Design of welded typeopen web girder 30.5m span for DFC loading (32.5t axle load).
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Design of welded type open web girder 45.7m span for DFC loading (32.5t axle load).
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Design of welded type open web girder 61.0m span for DFC loading (32.5t axle load).
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Design of welded type open web girder 76.2m span for DFC loading (32.5t axle load).
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Design of bearing for welded type open web girder 30.5 m & 45.7m span for 25t Loading-2008.
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Design of bearing welded type open web girder 61.0m & 76.2m span for 25t Loading-2008.
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Checking of existing standard designs for 25t Loading-2008
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Checking of existing standard designs for DFC loading (32.5t axle load)
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Design of 12.2m, 18.3m and 24.4m Composite Welded Girders for 25t loading-2008.
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Design of RCC slabs of spans 0.61m, 0.915m, 1.22m, 1.83m, 2.44m for 25t loading-2008.
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Design of RCC slabs of spans 0.61m, 0.915m, 1.22m, 1.83m, 2.44m for DFC Loading (32.5t axle load).
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Design of PSC slabs of spans 3.05m, 3.66m, 4.57m, 6.10m, 9.15m for 25t loading-2008.
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Design of PSC slabs of spans 3.05m, 3.66m, 4.57m, 6.10m, 9.15m for DFC Loading (32.5t axle load).
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Design of 2I PSC (Post tensioned) girders for spans 12.2m & 18,3m for 25t loading 2008.
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Design of restricted height, post tensioned, 4-I PSC girders of 12.2m span for 25 t loading 2008
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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 6.10m span of PSC slab (2units) for 25t loading-2008.
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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 9.15m span of PSC slab (3 units) for 25t loading-2008.
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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 6.10m span DFC loading (32.5t axle load).
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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for for 9.15m span of PSC slab (3 units) for DFC loading (32.5t axle load).
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Design of Post tensioned PSC slab of span 12.2m for 25 loading 2008
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Design of Post tensioned PSC box girder of span 24.4m for 25t loading-2008.
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