Question 1 Figure Q1 shows a typical splice joint to connect two UKB 457 x 191 x 98 (S275) sections by two flange plates and two web plates (both in S275) with M20 bolts (assume 2mm clearance). Given that the flange plate thickness and width (bf) are 18mm and 180mm, respectively; the web plates thickness and depth (d) are 12mm and 300mm, respectively. a) Determine the design tension resistance of the two flange plates. b) Determine the design tension resistance of the two web plates. c) Determine the design tension resistance of the UKB section. d) Estimate the maximum design tension force T. In the absence of specific information, students are expected to make reasonable assumptions. b₁ ₁7 ÷ ÷ T Figure Q1 dw T
Question 1 Figure Q1 shows a typical splice joint to connect two UKB 457 x 191 x 98 (S275) sections by two flange plates and two web plates (both in S275) with M20 bolts (assume 2mm clearance). Given that the flange plate thickness and width (bf) are 18mm and 180mm, respectively; the web plates thickness and depth (d) are 12mm and 300mm, respectively. a) Determine the design tension resistance of the two flange plates. b) Determine the design tension resistance of the two web plates. c) Determine the design tension resistance of the UKB section. d) Estimate the maximum design tension force T. In the absence of specific information, students are expected to make reasonable assumptions. b₁ ₁7 ÷ ÷ T Figure Q1 dw T
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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