Using the appropriate interaction curves, determine the value of Pn for the short-tied column shown in Figure 1 if ex = 250 mm. Assume f 'c = 28 MPa and fy = 414 MPa. 75 mm (3 - 32 mm) 355 mm 505 mm (3- 32 mm) 75 mm 305 mm Figure 1

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Chapter2: Loads On Structures
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Reinforced Concrete Design

Using the appropriate interaction curves, determine the value of Pn for the short-tied
column shown in Figure 1 if ex = 250 mm. Assume f 'c = 28 MPa and fy = 414 MPa.
|75 mm
(3– 32 mm)
355 mm
505 mm
(3- 32 mm)
75 mm
305 mm
Figure 1
Transcribed Image Text:Using the appropriate interaction curves, determine the value of Pn for the short-tied column shown in Figure 1 if ex = 250 mm. Assume f 'c = 28 MPa and fy = 414 MPa. |75 mm (3– 32 mm) 355 mm 505 mm (3- 32 mm) 75 mm 305 mm Figure 1
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