.. _lbl-dldb_damage_FEMA_P58_2nd_B_10_42 ******************************* B.10.42 - RC or Composite Beams ******************************* The following models are available: .. raw:: html

B.10.42.001a | Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam < 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.001a-Carbon.html **Cost** .. raw:: html :file: B.10.42.001a-Cost.html **Energy** .. raw:: html :file: B.10.42.001a-Energy.html **Time** .. raw:: html :file: B.10.42.001a-Time.html .. raw:: html
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B.10.42.001b | Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam < 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.001b-Carbon.html **Cost** .. raw:: html :file: B.10.42.001b-Cost.html **Energy** .. raw:: html :file: B.10.42.001b-Energy.html **Time** .. raw:: html :file: B.10.42.001b-Time.html .. raw:: html
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B.10.42.002a | Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam < 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.002a-Carbon.html **Cost** .. raw:: html :file: B.10.42.002a-Cost.html **Energy** .. raw:: html :file: B.10.42.002a-Energy.html **Time** .. raw:: html :file: B.10.42.002a-Time.html .. raw:: html
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B.10.42.002b | Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam < 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.002b-Carbon.html **Cost** .. raw:: html :file: B.10.42.002b-Cost.html **Energy** .. raw:: html :file: B.10.42.002b-Energy.html **Time** .. raw:: html :file: B.10.42.002b-Time.html .. raw:: html
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B.10.42.011a | Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.011a-Carbon.html **Cost** .. raw:: html :file: B.10.42.011a-Cost.html **Energy** .. raw:: html :file: B.10.42.011a-Energy.html **Time** .. raw:: html :file: B.10.42.011a-Time.html .. raw:: html
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B.10.42.011b | Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.011b-Carbon.html **Cost** .. raw:: html :file: B.10.42.011b-Cost.html **Energy** .. raw:: html :file: B.10.42.011b-Energy.html **Time** .. raw:: html :file: B.10.42.011b-Time.html .. raw:: html
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B.10.42.012a | Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.012a-Carbon.html **Cost** .. raw:: html :file: B.10.42.012a-Cost.html **Energy** .. raw:: html :file: B.10.42.012a-Energy.html **Time** .. raw:: html :file: B.10.42.012a-Time.html .. raw:: html
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B.10.42.012b | Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 16" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.012b-Carbon.html **Cost** .. raw:: html :file: B.10.42.012b-Cost.html **Energy** .. raw:: html :file: B.10.42.012b-Energy.html **Time** .. raw:: html :file: B.10.42.012b-Time.html .. raw:: html
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B.10.42.021a | Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 24" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.021a-Carbon.html **Cost** .. raw:: html :file: B.10.42.021a-Cost.html **Energy** .. raw:: html :file: B.10.42.021a-Energy.html **Time** .. raw:: html :file: B.10.42.021a-Time.html .. raw:: html
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B.10.42.021b | Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 24" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.021b-Carbon.html **Cost** .. raw:: html :file: B.10.42.021b-Cost.html **Energy** .. raw:: html :file: B.10.42.021b-Energy.html **Time** .. raw:: html :file: B.10.42.021b-Time.html .. raw:: html
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B.10.42.022a | Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 24" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.022a-Carbon.html **Cost** .. raw:: html :file: B.10.42.022a-Cost.html **Energy** .. raw:: html :file: B.10.42.022a-Energy.html **Time** .. raw:: html :file: B.10.42.022a-Time.html .. raw:: html
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B.10.42.022b | Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 24" wide and depth < 30"

| Author: John Wallace Suggested Block Size: 1 EA The following repair consequences are available for this model: **Carbon** .. raw:: html :file: B.10.42.022b-Carbon.html **Cost** .. raw:: html :file: B.10.42.022b-Cost.html **Energy** .. raw:: html :file: B.10.42.022b-Energy.html **Time** .. raw:: html :file: B.10.42.022b-Time.html .. raw:: html