

Architecture design student - looking for structural advice
Hey guys, my studio project is about designing a sports hall with timber structure. My Current design footprint is 50x50m. I'm doing a sawtooth roof with a 20 degree angled clerestory window - divided into 5 bays. Each bay runs from east to west (left to right) and theres a set of columns between the two courts (see plan) to reduce beam span to 25m. Does this work structurally, would I benefit from replacing the beam with a truss? Also wondering what ideal timber/glulam column sizing would be. Sorry if these questions are bizarre, this is our first structural studio x