Problema 1: La cercha de la figura está sometida a una fuerza vertical P = 9 kN actuando en la junta B. Para diseñar las barras se estableció que el esfuerzo normal o (de compresión o de tensión) en las barras no debe superar 50 MPa (50,000 kPa). Calcule las áreas transversales mínimas ABA Y ABC en mm² que deben tener las barras. 1.5m UXILIU 2m 9 KN

Problema 1: La cercha de la figura está sometida a una fuerza vertical P = 9 kN actuando en la junta B. Para diseñar las barras se estableció que el esfuerzo normal o (de compresión o de tensión) en las barras no debe superar 50 MPa (50,000 kPa). Calcule las áreas transversales mínimas ABA Y ABC en mm² que deben tener las barras. 1.5m UXILIU 2m 9 KN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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