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Uso del Programa Ram Elements, Ejercicios de Estructuras metálicas

Objetivo de determinación de cargas para luego dimensionar

Tipo: Ejercicios

2021/2022

Subido el 06/04/2023

sofia-torrez
sofia-torrez 🇧🇴

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ANAL. DE ESTRUC. METALICA-CIV245-B
EJERCICIO CIV245 - B
ANAL. DE ESTRUCTURA
METALICA
NOMBRE: Torrez Quintana Sofia Alejandra
REGISTRO: 217181139
DOCENTE: Ing. Hoyos Illescas Lessing
SIGLA: CIV 245 - B
FECHA: 14/01/2023
NORMAS
//ACI 318-05 Strength Design Load Combinations
[COMBOTYPE=COMBO_DESIGN_CONCRETE]
//Eq. 9-1
+ AND 1.4DL
+ AND 1.4DL + AND 1.4FLUID
//Eq. 9-2
+ AND 1.2DL + AND 1.6LL
+ AND 1.2DL + AND 1.60EARTH
+ AND 1.2DL + AND 1.2FLUID + AND 1.6LL
+ AND 1.2DL + AND 1.60LL + AND 1.60EARTH
+ AND 1.2DL + AND 1.6LL + AND 0.5LLr
+ AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 0.5LLr
+ AND 1.2DL + AND 1.6LL + AND 0.5SNOW
+ AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 0.5SNOW
+ AND 1.2DL + AND 1.6LL + AND 1.6EARTH + AND 0.5LLr
+ AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 1.6EARTH + AND
0.5LLr
+ AND 1.2DL + AND 1.6LL + AND 1.6EARTH + AND 0.5SNOW
+ AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 1.6EARTH + AND
0.5SNOW
//Eq. 9-3
+ AND 1.2DL + AND 1.6LLr
pf3
pf4
pf5
pf8
pf9
pfa

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EJERCICIO CIV245 - B

ANAL. DE ESTRUCTURA

METALICA

NOMBRE: Torrez Quintana Sofia Alejandra REGISTRO: 217181139 DOCENTE: Ing. Hoyos Illescas Lessing SIGLA: CIV 24 5 - “B” FECHA : 14/01/

NORMAS

//ACI 318-05 Strength Design Load Combinations [COMBOTYPE=COMBO_DESIGN_CONCRETE] //Eq. 9- 1

  • AND 1.4DL
  • AND 1.4DL + AND 1.4FLUID //Eq. 9- 2
  • AND 1.2DL + AND 1.6LL
  • AND 1.2DL + AND 1.60EARTH
  • AND 1.2DL + AND 1.2FLUID + AND 1.6LL
  • AND 1.2DL + AND 1.60LL + AND 1.60EARTH
  • AND 1.2DL + AND 1.6LL + AND 0.5LLr
  • AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 0.5LLr
  • AND 1.2DL + AND 1.6LL + AND 0.5SNOW
  • AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 0.5SNOW
  • AND 1.2DL + AND 1.6LL + AND 1.6EARTH + AND 0.5LLr
  • AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 1.6EARTH + AND 0.5LLr
  • AND 1.2DL + AND 1.6LL + AND 1.6EARTH + AND 0.5SNOW
  • AND 1.2DL + AND 1.2FLUID + AND 1.6LL + AND 1.6EARTH + AND 0.5SNOW //Eq. 9- 3
  • AND 1.2DL + AND 1.6LLr

+ AND 1.2DL + AND 1.6SNOW

  • AND 1.2DL + AND 1.6LLr + AND 1.0LL
  • AND 1.2DL + AND 1.6LLr + OR 0.8WIND
  • AND 1.2DL + AND 1.6SNOW + AND 1.0LL
  • AND 1.2DL + AND 1.6SNOW + OR 0.8WIND
  • AND 1.2DL + OR 0.8WIND //Eq. 9- 4
  • AND 1.2DL + OR 1.6WIND
  • AND 1.2DL + OR 1.6WIND + AND 1.0LL
  • AND 1.2DL + OR 1.6WIND + AND 0.5LLr
  • AND 1.2DL + OR 1.6WIND + AND 0.5SNOW
  • AND 1.2DL + OR 1.6WIND + AND 1.0LL + AND 0.5LLr
  • AND 1.2DL + OR 1.6WIND + AND 1.0LL + AND 0.5SNOW //Eq. 9- 5
  • AND 1.2DL + OR 1.0EQ
  • AND 1.2DL + OR 1.0EQ + AND 1.0LL
  • AND 1.2DL + OR 1.0EQ + AND 0.2SNOW
  • AND 1.2DL + OR 1.0EQ + AND 1.0LL + AND 0.2SNOW //Eq. 9- 6
  • AND 0.9DL + OR 1.6WIND
  • AND 0.9DL + OR 1.6WIND + AND 1.6EARTH
  • AND 0.9DL + AND 1.6EARTH //Eq. 9- 7
  • AND 0.9DL + OR 1.0EQ
  • AND 0.9DL + OR 1.0EQ + AND 1.6EARTH //used in the heel design (RW)
  • AND 1.2DL + AND 0.9EARTH
  • AND 1.2DL + AND 1.6LL + AND 0.9EARTH //SEI/ASCE 7-05 Strength Design Load Combinations (LRFD)
  • AND 1.2DL + OR 1.6WIND + AND 1.0LL + AND 0.5LLr
  • AND 1.2DL + OR 1.6WIND + AND 1.0LL + AND 0.5SNOW //Eq. 2.3.2.
  • AND 1.2DL + OR 1.0EQ
  • AND 1.2DL + OR 1.0EQ + AND 1.0LL
  • AND 1.2DL + OR 1.0EQ + AND 0.2SNOW
  • AND 1.2DL + OR 1.0EQ + AND 1.0LL + AND 0.2SNOW //Eq. 2.3.2.
  • AND 0.9DL + OR 1.6WIND
  • AND 0.9DL + OR 1.6WIND + AND 1.6EARTH
  • AND 0.9DL + AND 1.6EARTH //Eq. 2.3.2.
  • AND 0.9DL + OR 1.0EQ
  • AND 0.9DL + OR 1.0EQ + AND 1.6EARTH //used in the heel design (RW)
  • AND 1.2DL + AND 0.9EARTH
  • AND 1.2DL + AND 1.6LL + AND 0.9EARTH //AS/NZS 1170.0:2002 7-05 Serviceability Load Combinations [COMBOTYPE=COMBO_SERVICE_STEEL] //Section 4.
  • AND 1.0DL
  • AND 1.0DL + AND 0.7LL
  • AND 1.0DL + AND 1.0LLc
  • AND 1.0DL + AND 0.7LLr
  • AND 1.0DL + AND 0.7LL + AND 1.0LLc
  • AND 1.0DL + AND 0.7LL + AND 1.0LLc + AND 0.7LLr
  • AND 1.0DL + AND 0.6LL
  • AND 1.0DL + AND 0.6LLc
  • AND 1.0DL + AND 0.6LLr
  • AND 1.0DL + AND 0.6LL + AND 0.6LLc
  • AND 1.0DL + AND 0.6LL + AND 0.6LLc + AND 0.6LLr
  • AND 1.0DL + OR 1.0WIND
  • AND 1.0DL + OR 1.0WIND + AND 0.6LL
  • AND 1.0DL + OR 1.0WIND + AND 0.4LLc
  • AND 1.0DL + OR 1.0WIND + AND 0.4LLr
  • AND 1.0DL + OR 1.0WIND + AND 0.6LL + AND 0.4LLc
  • AND 1.0DL + OR 1.0WIND + AND 0.6LL + AND 0.4LLc + AND 0.4LLr
  • AND 1.0DL + OR 1.0EQ
  • AND 1.0DL + OR 1.0EQ + AND 0.6LL
  • AND 1.0DL + OR 1.0EQ + AND 0.4LLc
  • AND 1.0DL + OR 1.0EQ + AND 0.4LLr
  • AND 1.0DL + OR 1.0EQ + AND 0.6LL + AND 0.4LLc
  • AND 1.0DL + OR 1.0EQ + AND 0.6LL + AND 0.4LLc + AND 0.4LLr

OBJETIVO

Determinar las cargas y dimensionar

ESQUEMA REALIZADO

MATERIAL Y SECCION

• CARGA VIVA

• CARGA DE VIENTO EN X