Simple Calculations in the Design of Forest Bridges of Stock Spans of 15, 20, 30 and 40 Feet - Part V ( c) (Stress Diagm. Method)

N. J. Masani

doi:10.36808/if/1951/v77i6/23302

Simple Calculations in the Design of Forest Bridges of Stock Spans of 15, 20, 30 and 40 Feet - Part V ( c) (Stress Diagm. Method)

Authors

N. J. Masani

DOI:

https://doi.org/10.36808/if/1951/v77i6/23302

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N. J. Masani

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Published

1951-06-01

How to Cite

Masani, N. J. (1951). Simple Calculations in the Design of Forest Bridges of Stock Spans of 15, 20, 30 and 40 Feet - Part V ( c) (Stress Diagm. Method). Indian Forester, 77(6), 401–414. https://doi.org/10.36808/if/1951/v77i6/23302

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Issue

Volume 77, Issue 6, June 1951

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Articles

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