For Regulation (EN115:2010) cause 5.8.2.1 said

For Regulation (EN115:2010) cause 5

For Regulation (EN115:2010) cause 5.8.2.1 said
"In machinery spaces, especially in driving and return stations inside the truss, space with a
sufficiently large standing area shall be kept free from permanently installed parts of any kind. The size of the
standing area shall be at least 0,30 m2 and the smaller side shall be at least 0,50 m long."

By this regulation, Our Machine space is measure from "Protector" to "End of truss" ,length must be more than 500 mm.
Why we need to destroy the concrete ? it can not increase machine room space.

Please teach me sir.
Best regards,
Chatchai I.
P.S.
1) Area 0.3 sq.m. = (500*600 mm)
2) By the way, Our design dimension "Protector" to "End of truss" at Top machine room are OK, but bottom is seem NG by our design protector position(same as ZJ also NG,but China auditor is technical accept)--> this matter I had confirm with ESUKAI K Matsuyama as attached E-Mail.
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For Regulation (EN115:2010) cause 5.8.2.1 said
"In machinery spaces, especially in driving and return stations inside the truss, space with a
sufficiently large standing area shall be kept free from permanently installed parts of any kind. The size of the
standing area shall be at least 0,30 m2 and the smaller side shall be at least 0,50 m long."

By this regulation, Our Machine space is measure from "Protector" to "End of truss" ,length must be more than 500 mm.
Why we need to destroy the concrete ? it can not increase machine room space.

Please teach me sir.
Best regards,
Chatchai I.
P.S.
1) Area 0.3 sq.m. = (500*600 mm)
2) By the way, Our design dimension "Protector" to "End of truss" at Top machine room are OK, but bottom is seem NG by our design protector position(same as ZJ also NG,but China auditor is technical accept)--> this matter I had confirm with ESUKAI K Matsuyama as attached E-Mail.
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Results (Japanese) 2:[Copy]
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For Regulation (EN115:2010) cause 5.8.2.1 said
"In machinery spaces, especially in driving and return stations inside the truss, space with a
sufficiently large standing area shall be kept free from permanently installed parts of any kind. The size of the
standing area shall be at least 0,30 m2 and the smaller side shall be at least 0,50 m long."

By this regulation, Our Machine space is measure from "Protector" to "End of truss" ,length must be more than 500 mm.
Why we need to destroy the concrete ? it can not increase machine room space.

Please teach me sir.
Best regards,
Chatchai I.
P.S.
1) Area 0.3 sq.m. = (500*600 mm)
2) By the way, Our design dimension "Protector" to "End of truss" at Top machine room are OK, but bottom is seem NG by our design protector position(same as ZJ also NG,but China auditor is technical accept)--> this matter I had confirm with ESUKAI K Matsuyama as attached E-Mail.
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Results (Japanese) 3:[Copy]
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規制のための(en115:2010)原因5.8.2.1」機械空間において言いました、特にトラス内部の駆動と帰りの駅では、十分に大きなエリア1に立って空間をいかなる種類のパーツから自由に恒久的に設置しておかなければならない。The size of the
standing area shall be at least 0,30 m2 and the smaller side shall be at least 0,50 m long."

By this regulation,我々の機内空間測定from " protector」〜「トラス」、長さ500 mm以上にする必要があります。理由は、我々が必要とするコンクリートを破壊しますか?機械室のスペースを増やすことはできない。私卿を教えてください。よろしく、その他i 1)p . 3坪面積=(500×600 mm)、2)の方法によって、我々の設計寸法「プロテクター」〜「端部のトラス」で最高の機械室はokです、but bottom我々のデザインprotector位置によってngよう(zj ngはまた、しかし、中国はauditor技術を受け入れて、same ) --はこの問題attached電子メールとして松山esukai kで確認had .
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