The coupling beam with small span-to-depth ratio is prone to brittle shear failure under the action of earthquake. so it can not play its role as the first line of defense against earthquake. Therefore. this paper proposes a method for calculating the shear bearing capacity of PRC-connected beams with reinforced truss floor plates. https://www.bekindtopets.com/super-grab-Wizarding-World-Hogwarts-Legacy-Main-Poster-iPhone-14-Plus-Clear-Case-p36756-quick-choice/