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structural system with large steel box sections

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I have been asked to develop a structural design system for boiler supporting structure for thermal power plant. The structure is composed of mainly steel box sections and one of the largest size of the box section is 6 feet x 6 feet. I am looking for the references and design guide lines for the structural system with such large steel box sections and specially for the joint connection and diaphragm stiffening.
Can anyone help?.