Design Capacities for Structural Plywood – PFS·TOkay 1-1/8 1.125 3.4 13.500 1.424 2.531 1.898 9.00 (a) The values in this table rrespond with those published in the 2005 edition of the AF&PA American Wood uncil’s mmentary National Design Specification (NDS) for Wood nstruction ASD/LRFD Table C9.2.4, which is available from the AF&PA American Wood uncil.

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Types of Piles: Their Characteristics and General Use The normal design load for a timber pile is 15 to 25 tons with a maximum permis­ sible load of 30 tons. A number of load tests on timber piles embedded for their full length have indicated a safe load capacity of 40 tons.

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Soft rocks have a bearing capacity of 440 kN/m2. What is the bearing capacity of hesive soils? hesive soils like soft shale, hard or stiff clay in a deep bed, dry state has a bearing capacity of 440 kN/m2. The black tton soil/expansive clay ( 50% saturated) in dry state has a bearing capacity between 130 to 160 kN/m2.

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design manual & capacity tables ntents page general information 3 1. application 3 2. material 3 3. installation 3 4. sheet length & expansion joints 3 5. welding 3 6. safe work practice 3 7. rrosion protection & material mpatibility 3 8. on-site storage 3 product range & properties 4 using this manual 8 design & specification 9 9. hole

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