15
Isostática
UFCG
1
Isostática
UFCG
2
Isostática
UFCG
4
Isostática
UFCG
9
Isostática
UFCG
12
Isostática
UFCG
1
Isostática
UFCG
1
Isostática
UFCG
1
Isostática
UNA
7
Isostática
UVA
Texto de pré-visualização
Resolva as questões abaixo com o programa LESM da Puc 1 Calcule a grelha abaixo indicando as forças de reação assim como os diagramas de momento fletor esforços normais e esforços cortantes q1 e q2 são cargas uniformemente distribuídas Considere a viga com bxh 15x40cm Considere Caso Caso 01 Caso 02 Caso 03 Caso 04 q1 kNm AAAA1000 AAAA2000 AAAA2500 AAAA5000 q2 kNm AAAA500 AAAA1500 AAAA2000 AAAA500 L1 24MM 36MM 18MM 48MM L2 18MM 2MM 2MM 3MM L3 DD2 DD3 DD2 DD4 2 Você foi chamado para calcular um prédio de 3 pavimentos para a cidade de Pombal Calcule as forças de reação assim como os diagramas de momento fletor esforços normais e esforços cortantes As vigas estão sujeitas à cargas q uniformemente distribuídas já as forças F são cargas concentradas e o vento atua horizontalmente Considere Viga 10x30 e Pilar 20x20 Caso Caso 01 Caso 02 Caso 03 Caso 04 q kNm 1 2 3 4 F1 kN 05MM 1MM 2MM 5MM F2kN 05DD DD 2DD 5DD F3kN DD MM DD MM Vento 01 kNm MM10 MM5 0 0 Vento 02 kNm 0 0 DD10 DD5 L1 36MM 24MM 18MM 12MM L2 3 4 5 6 L3 2MM 15MM MM 05MM h 3 4 3 4 3 Você foi chamado para sanar o problema de abastecimento de algumas construções em PombalPB Desta forma você irá dimensionar a caixa de água reservatório superior Após isto você entrou no LESM e inseriu o projeto da torre do reservatório Desta forma analise as estruturas a seguir conforme o croqui abaixo Analise os gráficos do pórtico espacial cortante normal momento fletor e as reações Calcule o volume da caixa de água para em seguida você calcular o peso do reservatório atuando nas vigas da cobertura q1 Considere os Pilares com 40x40cm e as vigas com 15x40cm Caso Caso 01 Escola Caso 02 UBS Caso 03 Fórum Caso 04 Casa Volume da caixa de água L 5AAAA 10AAAA 2AAAA AAAA Vento kNm MM12 MM18 MM24 MM36 L 36MM 24MM 18MM 12MM h 3 3 4 4 q2 kNm DDMM100 DDMM200 DDMM400 DDMM500 q3 kNm 2q2 2q2 2q2 2q2 Tiles have horizontal joints only with gaps between the edges This is due to several factors Tile size inclination of diagonal thickness of tiles nonadjustable motorized cart Next time the following adjustments will be made Joint between tiles will be vertical cart will be adjustable to 90 tile thickness reduced to 2 cm The inclination of the goniometer can be adjusted during installation The vertical gap at diagonal joints will be filled with a material with LD of approximately 10 Designs with 3 or 4way joints are not possible with this tile design but Offset design is possible Optical study Tiles are easier to handle than slabs reducing installation times Tile size presents many advantages Slabs would require a motorized installer Joint in tiles are due to tile thickness and inclination of diagonal joints With adjustments here mentioned better alignment of joints will be achieved These adjustments should be included in a new prototype There is no release available until the new prototype has been developed and verified Final thoughts New tile size verified Casting of 2 cm thick tiles verified Goniometer of cart will be adjustable Smallest gaps will be about 3 mm Will improve aesthetics and will reduce efforts for installation Next generation prototype will be further discussed and developed with the factory Tiles can be handled manually This is a great advantage compared to slabs Designs like striped diagonals or random are feasible Tiles with goniometer set at 90 allow perfect joints The realization of tiles with L shaped joints such as stone tiles is not feasible This design cannot be considered an extralarge tile slab Installation and the fixing process will be different Exactly the same finish as a slab is not possible Tiles represent a distinct alternative to slabs with its own characteristics For all types of joints between tiles the target gap thickness is 23 mm The tiles should be cast with edges that are well finished to prevent grinding after casting We aim to design joints that visually hide these horizontal lines with seamless looking horizontal joints in order to have a real seamless look in horizontal lines What is achievable depends on tile thickness tile inclination and motorized cart Vertical joints between tiles are achievable through proper settings of goniometer and cart Diagonal joints will always have a gap due to tiles inclination Thorn of Sweden AB 30 November 2021 V1
15
Isostática
UFCG
1
Isostática
UFCG
2
Isostática
UFCG
4
Isostática
UFCG
9
Isostática
UFCG
12
Isostática
UFCG
1
Isostática
UFCG
1
Isostática
UFCG
1
Isostática
UNA
7
Isostática
UVA
Texto de pré-visualização
Resolva as questões abaixo com o programa LESM da Puc 1 Calcule a grelha abaixo indicando as forças de reação assim como os diagramas de momento fletor esforços normais e esforços cortantes q1 e q2 são cargas uniformemente distribuídas Considere a viga com bxh 15x40cm Considere Caso Caso 01 Caso 02 Caso 03 Caso 04 q1 kNm AAAA1000 AAAA2000 AAAA2500 AAAA5000 q2 kNm AAAA500 AAAA1500 AAAA2000 AAAA500 L1 24MM 36MM 18MM 48MM L2 18MM 2MM 2MM 3MM L3 DD2 DD3 DD2 DD4 2 Você foi chamado para calcular um prédio de 3 pavimentos para a cidade de Pombal Calcule as forças de reação assim como os diagramas de momento fletor esforços normais e esforços cortantes As vigas estão sujeitas à cargas q uniformemente distribuídas já as forças F são cargas concentradas e o vento atua horizontalmente Considere Viga 10x30 e Pilar 20x20 Caso Caso 01 Caso 02 Caso 03 Caso 04 q kNm 1 2 3 4 F1 kN 05MM 1MM 2MM 5MM F2kN 05DD DD 2DD 5DD F3kN DD MM DD MM Vento 01 kNm MM10 MM5 0 0 Vento 02 kNm 0 0 DD10 DD5 L1 36MM 24MM 18MM 12MM L2 3 4 5 6 L3 2MM 15MM MM 05MM h 3 4 3 4 3 Você foi chamado para sanar o problema de abastecimento de algumas construções em PombalPB Desta forma você irá dimensionar a caixa de água reservatório superior Após isto você entrou no LESM e inseriu o projeto da torre do reservatório Desta forma analise as estruturas a seguir conforme o croqui abaixo Analise os gráficos do pórtico espacial cortante normal momento fletor e as reações Calcule o volume da caixa de água para em seguida você calcular o peso do reservatório atuando nas vigas da cobertura q1 Considere os Pilares com 40x40cm e as vigas com 15x40cm Caso Caso 01 Escola Caso 02 UBS Caso 03 Fórum Caso 04 Casa Volume da caixa de água L 5AAAA 10AAAA 2AAAA AAAA Vento kNm MM12 MM18 MM24 MM36 L 36MM 24MM 18MM 12MM h 3 3 4 4 q2 kNm DDMM100 DDMM200 DDMM400 DDMM500 q3 kNm 2q2 2q2 2q2 2q2 Tiles have horizontal joints only with gaps between the edges This is due to several factors Tile size inclination of diagonal thickness of tiles nonadjustable motorized cart Next time the following adjustments will be made Joint between tiles will be vertical cart will be adjustable to 90 tile thickness reduced to 2 cm The inclination of the goniometer can be adjusted during installation The vertical gap at diagonal joints will be filled with a material with LD of approximately 10 Designs with 3 or 4way joints are not possible with this tile design but Offset design is possible Optical study Tiles are easier to handle than slabs reducing installation times Tile size presents many advantages Slabs would require a motorized installer Joint in tiles are due to tile thickness and inclination of diagonal joints With adjustments here mentioned better alignment of joints will be achieved These adjustments should be included in a new prototype There is no release available until the new prototype has been developed and verified Final thoughts New tile size verified Casting of 2 cm thick tiles verified Goniometer of cart will be adjustable Smallest gaps will be about 3 mm Will improve aesthetics and will reduce efforts for installation Next generation prototype will be further discussed and developed with the factory Tiles can be handled manually This is a great advantage compared to slabs Designs like striped diagonals or random are feasible Tiles with goniometer set at 90 allow perfect joints The realization of tiles with L shaped joints such as stone tiles is not feasible This design cannot be considered an extralarge tile slab Installation and the fixing process will be different Exactly the same finish as a slab is not possible Tiles represent a distinct alternative to slabs with its own characteristics For all types of joints between tiles the target gap thickness is 23 mm The tiles should be cast with edges that are well finished to prevent grinding after casting We aim to design joints that visually hide these horizontal lines with seamless looking horizontal joints in order to have a real seamless look in horizontal lines What is achievable depends on tile thickness tile inclination and motorized cart Vertical joints between tiles are achievable through proper settings of goniometer and cart Diagonal joints will always have a gap due to tiles inclination Thorn of Sweden AB 30 November 2021 V1