balok portal pd beban layan tinjauan pesegi dan T

balok portal pd beban layan tinjauan pesegi dan T (in draft).

.

theoretical background

.

.

.

.

selisih momen lentur balok ~15%, sedangkan pada kolom ~25%

.

‘ Bentang balok portal
L = 9.00 m
b_eff1 = L/4 = 2.25 m
‘ Jarak antar balok
b = 3.50 m
b_eff2 = (b – 30cm) / 2 = 1.60 m
‘ Lebar balok
b_w = 30.00 cm
‘ Tebal slab
t_s = 10.00 cm
b_eff3 = b_w + 16*t_s = 1.90 m
‘ Dipilih terkecil
b_eff = Min(b_eff1,b_eff2,b_eff3) = 1.60 m
‘ Digunakan b_eff = 150 cm

.

One thought on “balok portal pd beban layan tinjauan pesegi dan T

Leave a Reply

Please log in using one of these methods to post your comment:

WordPress.com Logo

You are commenting using your WordPress.com account. Log Out / Change )

Twitter picture

You are commenting using your Twitter account. Log Out / Change )

Facebook photo

You are commenting using your Facebook account. Log Out / Change )

Google+ photo

You are commenting using your Google+ account. Log Out / Change )

Connecting to %s