Column-Footing Details: Plan & Section View with Reinforcement Bars
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Column-Footing Details: Plan & Section

Prompt

Create an architectural illustration of column-footing details in plan and section view, excluding the tie beam. The drawing should follow a 1:10 scale. The column should have a size of 0.3 m x 0.3 m, reinforced with four 16 mm diameter deformed steel vertical bars and 10 mm diameter deformed steel lateral ties with 135-degree hook bends. The footing should have a rectangular prism shape with dimensions of 1.2 m x 1.2 m x 0.3 m (LxWxH), embedded at a depth of 1.5 m. It should be reinforced with 16 mm diameter deformed steel bars, 12 in total for the bottom rebars (6 bottom bars in both directions: X & Y), each having a 180-degree hook bend. All elements and sizes/dimensions should be illustrated.

Created on 11/16/2023 using DALL·E 3 modelReport
License: Free to use with a backlink to Easy-Peasy.AI

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