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Civil Engineering
1. METODO DE SECCIONES HI HC BC 15 ft H D E 25 k 25 k 25 k 25 k 4 a 20 ft-80 ft- 2. METODO DE NODOS AFBCDGHE 70 kN 50 kN 50 kN H 6 m B E D 4a4m 16 m- 3. RESUELVA GRAFICA CORTANTE Y MOMENTO 600 lb 200 lb/ft D 6ft -3ft 3- -30 k

1. METODO DE SECCIONES HI HC BC 15 ft H D E 25 k 25 k 25 k 25 k 4 a 20 ft-80 ft- 2. METODO DE NODOS AFBCDGHE 70 kN 50 kN 50 kN H 6 m B E D 4a4m 16 m- 3. RESUELVA GRAFICA CORTANTE Y MOMENTO 600 lb 200 lb/ft D 6ft -3ft 3- -30 k

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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1. METODO DE SECCIONES HI HC BC 15 ft H D E 25 k 25 k 25 k 25 k 4 a 20 ft-80 ft- 2. METODO DE NODOS AFBCDGHE 70 kN 50 kN 50 kN H 6 m B E D 4a4m 16 m- 3. RESUELVA GRAFICA CORTANTE Y MOMENTO 600 lb 200 lb/ft D 6ft -3ft 3- -30 k
Transcribed Image Text:1. METODO DE SECCIONES HI HC BC 15 ft H D E 25 k 25 k 25 k 25 k 4 a 20 ft-80 ft- 2. METODO DE NODOS AFBCDGHE 70 kN 50 kN 50 kN H 6 m B E D 4a4m 16 m- 3. RESUELVA GRAFICA CORTANTE Y MOMENTO 600 lb 200 lb/ft D 6ft -3ft 3- -30 k
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