Q2. The joint connection shown in Figure Q2 is subjected to a medium term tensile load under service class C24. The joint comprises of six 3mm diameter x 150mm long wire nails. If the characteristic density of the timber is 340kg/m³, determine the load carrying capacity P1 and P2 of the connection and slip per nail P2 45 mm thick 75 mm thick # P1 P1 100 mm thick

Q2. The joint connection shown in Figure Q2 is subjected to a medium term tensile load under service class C24. The joint comprises of six 3mm diameter x 150mm long wire nails. If the characteristic density of the timber is 340kg/m³, determine the load carrying capacity P1 and P2 of the connection and slip per nail P2 45 mm thick 75 mm thick # P1 P1 100 mm thick

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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