Design an exterior joint (only in normal beam direction) in a braced frame diagrammatically shown in Fig. (I). The concr
Posted: Sun May 08, 2022 8:46 pm
Design an exterior joint (only in normal beam direction) in a braced frame
diagrammatically shown in Fig. (I). The concrete and steel strengths are 3 ksi and
50 ksi, respectively. The story-to-story height is 12 ft 6 in. The normal beam
coincide with the column face from one side (i.e. there is an eccentricity between
the longitudinal axes of the beam and column).
x 22x24 in column & Nagbars Spandrel beam 18x21 in. deep . normeel beam 20x28 m. deep 4 Noll top bars Fig. (4)
diagrammatically shown in Fig. (I). The concrete and steel strengths are 3 ksi and
50 ksi, respectively. The story-to-story height is 12 ft 6 in. The normal beam
coincide with the column face from one side (i.e. there is an eccentricity between
the longitudinal axes of the beam and column).
- Design An Exterior Joint Only In Normal Beam Direction In A Braced Frame Diagrammatically Shown In Fig I The Concr 1 (25.04 KiB) Viewed 39 times