What is the capacity and failure mode of the following steel-wood-steel joint using detailed method, assuming: Radiata Pine LVL11, 160x400 mm, 10 mm 300 grade steel side plates 20 mm bolts, 10d end distance, 6d bolt spacing, 6d row spacing Permanent, imposed and earthquake load combination, wet condition What is the capacity and failure mode of the following steel-wood-steel joint using detailed method, assuming: Radiata Pine LVL11, 160x400 mm, 10 mm 300 grade steel side plates 20 mm bolts, 10d end distance, 6d bolt spacing, 6d row spacing Permanent, imposed and earthquake load combination, wet condition