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Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,

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Page 1: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 2: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 3: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 4: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 5: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 6: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 7: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 8: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,
Page 9: Structural Support - Home - Belmar, NJ 8 Evaluation...Design capacity is based on use of the standard Load Duration Factor for 1.60 for wind loading. Capacity is not reduced if short,