Scribd
Upload
12 views2 pages

Columnas

Uploaded by

William Cifuentes
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
12 views2 pages

Columnas

Uploaded by

William Cifuentes
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 2

EngSolutions RCB Version 8.5.2 - License No: A29316-A20815 Page No.

1
==============================================================================================
Company: Ingenieria Engineer: Ingeniero
Project: lida stella 09:27:27 p.m. 13/03/2017
File: \\VBOXSVR\Google_Drive\W INGENIERIA\Proyectos\Proyectos Ft\Curaduria\14. Lida Stella Rojas\Modelos\modelo v1.0.rcb
==============================================================================================

MATERIALS
Number of materials = 1

REINFORCED CONCRETE

Mat Name f'c fy fys1 fys2 E G w


Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/m3
___ ______________ _________ _________ _________ _________ _________ _________ _________
1 210 Kg/cm2 210 4200 4200 4200 218540 87430 2400.0

COLUMN SECTIONS
Number of prismatic sections = 1

Sec Name Shape


b h tw tf P1 P2 A I2 I3 J
(cm) (cm) (cm) (cm) (cm) (cm) (cm2) (cm4) (cm4) (cm4)
___ ____________ _______ ______ ______ ______ ______ ______ ______ ________ __________ __________ _________

1 COL35X35 Rectang 35.00 35.00 - - - - 1225.0 125052 125052 185077

Design Results - Columns (DMS)

TRANSVERSE REINFORCEMENT LONGITUDINAL REINFORCEMENT


------------------------- ---------------------------------------------------
Column Story L Lu Sec bxh TIES XTIES Sec LdCmb Pu Mu2 Mu3 RHO As
(m) (m) Mat (cm) critc (ton) (ton-m) (ton-m) - (cm2)
_______ ____ ____ ____ ___ ______ __________________ _____ ___ ____ ______ ______ ______ ______ ______
E-8 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.40 0.41 0.21 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.40 0.51 0.24 0.0100 12.25
E-8 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 6.41 0.72 0.24 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 6.41 0.76 0.24 0.0100 12.25
E-8 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 10.47 0.47 0.27 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 10.47 0.28 0.27 0.0100 12.25

A-8 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.46 0.37 0.26 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.46 0.54 0.24 0.0100 12.25
A-8 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 6.79 0.72 0.24 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 6.79 0.77 0.24 0.0100 12.25
A-8 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 11.19 0.52 0.29 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 11.19 0.29 0.29 0.0100 12.25

E-5 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.90 0.41 0.11 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.90 0.68 0.11 0.0100 12.25
E-5 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 8.78 1.07 0.23 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 8.78 1.14 0.23 0.0100 12.25
E-5 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 14.75 0.74 0.38 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 14.75 0.39 0.38 0.0100 12.25

A-5 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.98 0.41 0.12 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.98 0.73 0.11 0.0100 12.25
A-5 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 8.97 1.16 0.23 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 8.97 1.22 0.23 0.0100 12.25
A-5 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 15.13 0.79 0.39 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 15.13 0.42 0.39 0.0100 12.25

E-4 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.91 0.39 0.09 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.91 0.73 0.07 0.0100 12.25
E-4 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 8.90 1.15 0.23 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 8.90 1.22 0.23 0.0100 12.25
E-4 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 15.01 0.81 0.39 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 15.01 0.40 0.39 0.0100 12.25

A-4 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.95 0.42 0.09 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.95 0.73 0.08 0.0100 12.25
A-4 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 8.31 1.18 0.21 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 8.31 1.24 0.21 0.0100 12.25
A-4 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 13.82 0.79 0.36 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 13.82 0.44 0.36 0.0100 12.25

E-2 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.96 0.40 0.08 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.96 0.77 0.08 0.0100 12.25
E-2 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 9.08 1.14 0.23 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 9.08 1.20 0.23 0.0100 12.25
EngSolutions RCB Version 8.5.2 - License No: A29316-A20815 Page No. 2
==============================================================================================
Company: Ingenieria Engineer: Ingeniero
Project: lida stella 09:27:27 p.m. 13/03/2017
==============================================================================================
Column Story L Lu Sec bxh TIES XTIES Sec LdCmb Pu Mu2 Mu3 RHO As
_______ ____ ____ ____ ___ ______ __________________ _____ ___ ____ ______ ______ ______ ______ ______

E-2 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 15.12 0.79 0.39 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 15.12 0.39 0.39 0.0100 12.25

A-2 3 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 2.98 0.45 0.08 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 2.98 0.66 0.08 0.0100 12.25
A-2 2 2.75 2.40 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 7.86 1.03 0.20 0.0100 12.25
1 9 #3 @ 15 cm (ctr) 1 (h) Bot 1 7.86 1.07 0.20 0.0100 12.25
A-2 1 2.75 2.58 1 35x35 7 #3 @ 7.5 cm (end) 1 (b) Top 1 12.76 0.66 0.33 0.0100 12.25
1 10 #3 @ 15 cm (ctr) 1 (h) Bot 1 12.76 0.39 0.33 0.0100 12.25

You might also like